www.jntuworld.com || www.jwjobs.net ACADEMIC REGULATIONS COURSE STRUCTURE AND DETAILED SYLLABUS CIVIL ENGINEERING D L R O W U Common For 1. M.Tech. SOIL MECHANIC & FOUNDATION ENGINEERING & 2. M.Tech. GEO-TECHNICAL ENGINEERING T N J JAWAHARLAL NEHRU TECHNOLOGY UNIVERSITY KAKINADA KAKINADA - 533 003, Andhra Pradesh, India www.jntuworld.com || www.jwjobs.net www.jntuworld.com || www.jwjobs.net D L R O W U T N J www.jntuworld.com || www.jwjobs.net www.jntuworld.com || www.jwjobs.net 1 Civil Engineering ACADEMIC REGULATIONS R13 FOR M. Tech (REGULAR) DEGREE COURSE Applicable for the students of M. Tech (Regular) Course from the Academic Year 2013-14 onwards The M. Tech Degree of Jawaharlal Nehru Technological University Kakinada shall be conferred on candidates who are admitted to the program and who fulfil all the requirements for the award of the Degree. 1.0 ELIGIBILITY FOR ADMISSIONS Admission to the above program shall be made subject to eligibility, qualification and specialization as prescribed by the University from time to time. Admissions shall be made on the basis of merit/rank obtained by the candidates at the qualifying Entrance Test conducted by the University or on the basis of any other order of merit as approved by the University, subject to reservations as laid down by the Govt. from time to time. D L R O W U 2.0 AWARD OF M. Tech DEGREE 2.1 A student shall be declared eligible for the award of the M. Tech Degree, if he pursues a course of study in not less than two and not more than four academic years. 2.2 The student shall register for all 80 credits and secure all the 80 credits. 2.3 The minimum instruction days in each semester are 90. T N J 3.0 A. COURSES OF STUDY The following specializations are offered at present for the M. Tech course of study. 1. 2. 3. 4. 5. 6. 7. M.Tech- Structural Engineering M.Tech- Transportation Engineering M.Tech- Infrastructure Engineering & Management ME- Soil Mechanics and Foundation Engineering M.Tech- Environmental Engineering M.Tech-Geo-Informatics M.Tech-Spatial Information Technology www.jntuworld.com || www.jwjobs.net 25.Tech.Electronics & Communications Engineering M.Tech.Tech.Power Electronics and Power Systems M.Tech. 24.Tech. 19.Microwave and Communication Engineering M.Advanced Power Systems M. 12.jntuworld.Tech.Power Electronics & Systems M. 31.Power Systems with Emphasis on High Voltage Engineering M.Power Systems M.High Voltage Engineering M.Tech.Tech. 18. 27.Tech.Tech.Control Engineering M. 15. 13.Tech.net .jwjobs.Tech.jntuworld.Communication Systems M.Tech.Power & Industrial Drives M.Tech -Geo-Technical Engineering M. 2013-14 M.Telematics D L R O W U T N J www.Communication Engineering & Signal Processing M.Power Systems Engineering M. 10. 29.Tech. 28.Tech.Tech.Electrical Machines and Drives M.Tech. 11.Tech-Computer Aided Analysis & Design M.Tech.Machine Design M.Electrical Power Engineering M.Computer Aided Design and Manufacture M.Power System Control & Automation M. 9.Tech. 23.Tech. 34. 22.Tech.Tech.net 2 8. 30.Digital Electronics and Communication Systems M.Tech. 39. 40.Systems and Signal Processing M.Thermal Engineering M. 17.Remote Sensing M. 14. 26.Tech.Tech.Advanced Manufacturing Systems M. 33.Tech.Tech. 38.Power System and Control M. 36.Tech.Tech.Control Systems M.Tech. 21.com || www. 16.www.Tech. 35. 37.Power Engineering & Energy System M. 42.Tech.Civil Engineering M.Power Electronics & Drives M.Mechanical Engineering Design M. 32.Power Electronics M.jwjobs.Power Electronics & Electrical Drives M. 41.com || www. 20.Tech.CAD/CAM M. Embedded System 45.com || www.Nano Technology 70. M.Tech.Computer Science & Engineering 60. M.Embedded System & VLSI 59.com || www.Instrumentation & Control Systems 56.VLSI 46.Computer Science 61. M. M.Tech – Digital Electronics & Communication Engineering 58.Neural Networks 67.Tech.Avionics and any other course as approved by AICTE/ University from time to time.Tech – VLSI & Micro Electronics 57. M. M. M.Tech.Tech. M.Tech. M.Tech. M.Tech. M.Tech.jntuworld. M.Digital Systems & Computer Electronics 44.Image Processing 52.VLSI & Embedded System 50. M.Tech. M. M.VLSI Design 47.Tech. M.Tech.Tech. M.Digital Image Processing 53.Tech.Tech.Software Engineering 66.jntuworld. M. M. M.Tech. M.Embedded System & VLSI Design 49.Biotechnology 69. M.Tech.net . M.www.jwjobs.Computer Networks 63.Food Processing 71. M.Tech. M.Information Technology 65.Tech. M.Computer Networks & Information Security 64. M.Tech. M.Tech.Tech.Computers & Communication Engineering 55.Computers & Communication 54.Tech. M.net 3 Civil Engineering 43. D L R O W U T N J www.Tech.Tech.Tech.Tech.VLSI Design & Embedded Systems 51.Chemical Engineering 68.VLSI System Design 48.Computer Science & Technology 62.Tech.jwjobs. 6.Tech.Power Electronics & Drives M.Tech. 17.Tech.Power System Control & Automation M.Tech.CAD/CAM M. 8.com || www. 5.Transportation Engineering M.Tech.Power Systems Engineering M.Advanced Manufacturing Systems M. www. EEE 1.Tech.Tech. 2.Tech -Geo-Technical Engineering M.Tech.Infrastructure Engineering & Management ME.Tech-Spatial Information Technology M.Civil Engineering M.Tech. 7. 2. 18.Tech.jntuworld.Tech.Power Electronics & Electrical Drives M. Tech Programmes with specializations are noted below: Civil Engg.Tech. 7.Tech.Power Engineering & Energy System M.Tech. 14.net 4 3. 2013-14 Departments offering M.Tech. 12.Tech.Tech.Tech-Computer Aided Analysis & Design M.Remote Sensing M.Power Systems with Emphasis on High Voltage Engineering M. 3.Power Electronics and Power Systems M.Electrical Machines and Drives M.Structural Engineering M. 11. 4. 5.Power Electronics & Systems M.Power Electronics M.Power & Industrial Drives M. 4.Tech.Machine Design M.Tech.0 B.Power System and Control M. 6.Tech.Tech.High Voltage Engineering M.jwjobs.Soil Mechanics and Foundation Engineering M.jwjobs. 10.Tech. 3. 13. M.Electrical Power Engineering M.net .com || www.Control Engineering M.jntuworld. 16. 1.Power Systems M. 2.Thermal Engineering M.Computer Aided Design and Manufacture M.Advanced Power Systems M.Tech.Tech. 8. 1.Tech. 10. 9.Control Systems M.Tech.Environmental Engineering M.www. 6. 5.Tech.Tech. 3.Tech-Geo-Informatics M.Tech. 7.Tech. 4.Mechanical Engineering Design D L R O W U T N J ME 15. 9. 14.Tech.Systems and Signal Processing M. 1.Communication Engineering & Signal Processing M. 4.Tech. 7. 19.jwjobs.Biotechnology M.Tech.Embedded System & VLSI M. 5.VLSI M. 12.com || www. 10. 16. 3. 15. 2. 1.Image Processing M.Tech.Telematics M.VLSI Design M.Tech.Tech. 3.Tech. 8.Tech.Tech. 18.Instrumentation & Control Systems M.Computers & Communication M.Tech – Digital Electronics & Communication Engineering M. 22. 13. 7.Computer Science M. 5.Neural Networks M.Digital Electronics and Communication Systems M.Software Engineering M.VLSI & Embedded System M.Tech. www.Tech.Tech.jntuworld.Digital Systems & Computer Electronics M.Tech.Embedded System & VLSI Design M. Others D L R O W U T N J CSE 5 M.Communication Systems M.www.Computer Science & Technology M.Chemical Engineering M.Tech. 5.Computer Science & Engineering M.Digital Image Processing M.Information Technology M.Tech.Tech. 2.Tech. 8. 17.Tech.Tech – VLSI & Micro Electronics M.Tech. 11.Tech. 3.Computers & Communication Engineering M.Tech.com || www.Electronics & Communications Engineering M.Tech.Tech.Food Processing M.Tech.Tech. 4.net Civil Engineering ECE 1.Tech.Tech.Tech. 6.Tech. 20.Tech.Tech.Avionics 23.Tech. 9. 6.jwjobs.VLSI System Design M.Computer Networks & Information Security M.net .Tech.Nano Technology M. 4.Microwave and Communication Engineering M. 21.Tech.VLSI Design & Embedded Systems M.Embedded System M.jntuworld.Computer Networks M. 2. The internal evaluation shall be made based on the average of the marks secured in the two Mid Term-Examinations conducted-one in the middle of the Semester and the other immediately after the completion of instruction.www.net 6 2013-14 4.5 A prescribed fee shall be payable towards condonation of shortage of attendance.2 Condonation of shortage of attendance in aggregate up to 10% (65% and above and below 75%) in each semester shall be granted by the College Academic Committee. 4. If any candidate fulfills the attendance requirement in the present semester.jntuworld. They may seek readmission into that semester when offered next. as applicable. J www. End semester examination is conducted for 60 marks for 5 questions to be answered out of 8 questions.jwjobs.com || www. 4.com || www. he shall not be eligible for readmission into the same class. 5.net . 4. on the basis of Internal Evaluation and End Semester Examination. with a maximum of 100 marks for theory and 100 marks for practicals.jwjobs.6 A student shall not be promoted to the next semester unless he satisfies the attendance requirement of the present semester.3 Shortage of Attendance below 65% in aggregate shall not be condoned. 4. 4.0 ATTENDANCE 4. Each mid term examination shall be conducted for a total duration of 120 minutes with 4 questions (without choice) each question for 10 marks. D L R O W U T N 5.4 Students whose shortage of attendance is not condoned in any semester are not eligible to write their end semester examination of that class.jntuworld.1 A student shall be eligible to write University examinations if he acquires a minimum of 75% of attendance in aggregate of all the subjects.1 For the theory subjects 60 marks shall be awarded based on the performance in the End Semester Examination and 40 marks shall be awarded based on the Internal Evaluation.0 EVALUATION The performance of the candidate in each semester shall be evaluated subject-wise. For re-registration the candidates have to apply to the University through the college by paying the requisite fees and get approval from the University before the start of the semester in which reregistration is required. A candidate has to secure a minimum of 50% of marks to be declared successful.jwjobs. In the event of the student taking another chance. 5.5 In case the candidate does not secure the minimum academic requirement in any subject (as specified in 5.jntuworld. the candidate must re-register for the subject(s) and secure the required minimum attendance.www. A candidate shall be given one chance to re-register for each subject provided the internal marks secured by a candidate are less than 50% and has failed in the end examination. a student under the supervision of a faculty member. The candidate’s attendance in the reregistered subject(s) shall be calculated separately to decide upon his eligibility for writing the end examination in those subject(s). Supervisor and two other senior faculty members of the department. D L R O W U T N J www.4 A candidate shall be deemed to have secured the minimum academic requirement in a subject if he secures a minimum of 40% of marks in the End semester Examination and a minimum aggregate of 50% of the total marks in the End Semester Examination and Internal Evaluation taken together.4) he has to reappear for the End semester Examination in that subject.com || www.jwjobs.net .2 For practical subjects.com || www. his internal marks and end examination marks obtained in the previous attempt stand cancelled.3 There shall be two seminar presentations during III semester and IV semester. 60 marks shall be awarded based on the performance in the End Semester Examinations and 40 marks shall be awarded based on the day-to-day performance as Internal Marks. For each Seminar there will be only internal evaluation of 50 marks. For seminar. In such a case. shall collect the literature on a topic and critically review the literature and submit it to the department in a report form and shall make an oral presentation before the Project Review Committee consisting of Head of the Department.jntuworld.net 7 Civil Engineering 5. 5. 5. 2. he shall not be permitted to write the End Examination in that subject. The student can initiate the Project work.3 After satisfying 6. Laboratory examination for M. one of them being the Laboratory Class Teacher or teacher of the respective college and the second examiner shall be appointed by the university from the panel of examiners submitted by the respective college. in consultation with his project supervisor. the title.2 Registration of Project Work: A candidate is permitted to register for the project work after satisfying the attendance requirement of all the subjects.1 A Project Review Committee (PRC) shall be constituted with Head of the Department and two other senior faculty members.net 8 2013-14 In case the candidate secures less than the required attendance in any re registered subject (s). A candidate is permitted to submit Project Thesis only after D L R O W U T N J www.6 5. 6.7 6. his date of registration for the project work starts from the date of change of Supervisor or topic as the case may be. 6. Tech.www. However.jwjobs. 6. He shall again reregister the subject when next offered. objective and plan of action of his project work for approval. the Project Review Committee (PRC) shall examine whether or not the change of topic/supervisor leads to a major change of his initial plans of project proposal. courses must be conducted with two Examiners. 6.0 EVALUATION OF PROJECT/DISSERTATION WORK Every candidate shall be required to submit a thesis or dissertation on a topic approved by the Project Review Committee. 6.jntuworld. both theory and practical.6 The work on the project shall be initiated at the beginning of the II year and the duration of the project is two semesters.com || www. a candidate has to submit. he can do so with the approval of the Project Review Committee (PRC). 5.jwjobs.4 If a candidate wishes to change his supervisor or topic of the project.jntuworld.net . If yes. only after obtaining the approval from the Project Review Committee (PRC).5 A candidate shall submit his status report in two stages at least with a gap of 3 months between them.com || www. 6. Viva-Voce examination shall be conducted by a board consisting of the Supervisor. 6.8 The thesis shall be adjudicated by one examiner selected by the University. the thesis shall be summarily rejected. the Principal of the College shall submit a panel of 5 examiners. www.www. Satisfactory D. the candidate has to re-register for the project and complete the project within the stipulated time after taking the approval from the University. 6.net 9 Civil Engineering successful completion of theory and practical course with the approval of PRC not earlier than 40 weeks from the date of registration of the project work.jntuworld. If he fails to get a satisfactory report at the second Viva-Voce examination. eminent in that field.com || www. Excellent B. Good C. 6.jntuworld. Head of the Department and the examiner who adjudicated the Thesis. Unsatisfactory D L R O W U T N J The Head of the Department shall coordinate and make arrangements for the conduct of Viva-Voce examination.com || www. The candidate has to reregister for the project and complete the project within the stipulated time after taking the approval from the University. in the time frame as decided by the PRC. For this.10 If the report of the examiner is favourable. the candidate shall retake the Viva-Voce examination only after three months. the candidate shall revise and resubmit the Thesis.11 If the report of the Viva-Voce is unsatisfactory. 6. The Board shall jointly report the candidate’s work as one of the following: A. with the help of the guide concerned and head of the department.9 If the report of the examiner is not favourable.7 Three copies of the Project Thesis certified by the supervisor shall be submitted to the College/School/Institute.net . 6. The candidate has to pass all the theory and practical subjects before submission of the Thesis. If the report of the examiner is unfavorable again.jwjobs.jwjobs. Degree he shall be placed in one of the following four classes: Class Awarded First Class with Distinction First Class Second Class % of marks to be secured 70% and above (Without any Supplementary Appearance ) Below 70% but not less than 60% 70% and above (With any Supplementary Appearance ) Below 60% but not less than 50% D L The marks in internal evaluation and end examination shall be shown separately in the memorandum of marks.0 WITHHOLDING OF RESULTS If the student has not paid the dues. 10. “his”.3 In the case of any doubt or ambiguity in the interpretation of the above rules.jwjobs. otherwise. “him”.1 Wherever the words “he”.jntuworld.jwjobs.jntuworld.net . the decision of the Vice-Chancellor is final.com || www. R O 8. www. the result of the student will be withheld.0 AWARD OF DEGREE AND CLASS After a student has satisfied the requirements prescribed for the completion of the program and is eligible for the award of M. W U 4. 10. 9. “hers”.2 The academic regulation should be read as a whole for the purpose of any interpretation.www. 10.1 Discontinued or detained candidates are eligible for readmission into same or equivalent subjects at a time as and when offered. GENERAL T N J 10.com || www. 10.net 10 2013-14 7. they include “she”. he has to identify an equivalent subject as per R13 academic regulations. occur in the regulations.0 TRANSITORY REGULATIONS ( for R09 ) 9. to the university or if any case of indiscipline is pending against him. His degree will be withheld in such cases. Tech.4 The University may change or amend the academic regulations or syllabi at any time and the changes or amendments made shall be applicable to all the students with effect from the dates notified by the University.2 The candidate who fails in any subject will be given two chances to pass the same subject. “her”. if any. jntuworld. D L R O W U J T N Expulsion from the examination hall and cancellation of the performance in that subject only of all the candidates involved. he will be handed over to the police and a case is registered against him. pager. programmable calculators. palm computers or any other form of material relevant to the subject of the examination Punishment Expulsion from the examination hall and cancellation of the performance in that subject only. 2. Cell phones. programmable calculators.net . (a) Possesses or keeps accessible in examination hall. palm computers or any other form of material concerned with or related to the subject of the examination (theory or practical) in which he is appearing but has not made use of (material shall include any marks on the body of the candidate which can be used as an aid in the subject of the examination) (b) Gives assistance or guidance or receives it from any other candidate orally or by any other body language methods or communicates through cell phones with any candidate or persons in or outside the exam hall in respect of any matter.jntuworld. Expulsion from the examination hall and cancellation of the performance in that subject and all other subjects the candidate has already appeared including practical examinations and project www.com || www.net 11 Civil Engineering MALPRACTICES RULES DISCIPLINARY ACTION FOR / IMPROPER CONDUCT IN EXAMINATIONS Nature of Malpractices/ Improper conduct If the candidate: 1.com || www. In case of an outsider. book.www. any paper.jwjobs. note book.jwjobs. Has copied in the examination hall from any paper. www.jntuworld. www. during or after examinations and project work and D L R O W U T N J 4. The continuation of the course by the candidate is subject to the academic regulations in connection with forfeiture of seat.com || www.com || www. The Hall Ticket of the candidate is to be cancelled and sent to the University. The candidate is also debarred for two consecutive semesters from class work and all University examinations.jwjobs. Impersonates any other The candidate who has candidate in connection with impersonated shall be expelled from the examination. The candidate is also debarred and forfeits the seat. If the imposter is an outsider. he will be handed over to the police and a case is registered against him.jwjobs. 2013-14 (theory or practical) in which work and shall not be permitted to the candidate is appearing. Smuggles in the Answer book Expulsion from the examination hall or additional sheet or takes out and cancellation of performance in or arranges to send out the that subject and all the other question paper during the subjects the candidate has already examination or answer book or appeared including practical additional sheet. shall be cancelled in all the subjects of the examination (including practicals and project work) already appeared and shall not be allowed to appear for examinations of the remaining subjects of that semester/year.jntuworld.net 12 3. appear for the remaining examinations of the subjects of that Semester/year. examination hall.net . The performance of the original candidate who has been impersonated. abusive or Cancellation of the performance in offensive language in the that subject.net 13 Civil Engineering the examination. shall not be permitted for the remaining examinations of the subjects of that semester/year.com || www. the Chief Superintendent/ they shall be expelled from Assistant – Superintendent / examination halls and cancellation of any officer on duty or their performance in that subject and misbehaves or creates all other subjects the candidate(s) disturbance of any kind in and has (have) already appeared and around the examination hall or shall not be permitted to appear for organizes a walk out or the remaining examinations of the instigates others to walk out.jntuworld. 6.com || www.net . The or threatens the officer-in candidates also are debarred and charge or any person on duty forfeit their seats. 5.jwjobs. either spoken or written or by signs or by visible representation.www. answer paper or in letters to the examiners or writes to the examiner requesting him to award pass marks. they will be handed over hall of any injury to his person to the police and a police case is or to any of his relations registered against them. assaults the officer-in-charge.jntuworld. The candidate is also debarred for two consecutive semesters from class work and all University examinations. Uses objectionable. or any person on duty in or D L R O W U T N J www. Refuses to obey the orders of In case of students of the college. In case of in or outside the examination outsiders. The continuation of the course by the candidate is subject to the academic regulations in connection with forfeiture of seat. whether by words.jwjobs. subjects of that semester/year. com || www. and cancellation of the performance in that subject and all other subjects the candidate has already appeared including practical examinations and project work and shall not be permitted for the remaining W U T N J 8.net . The continuation of the course by the candidate is subject to the academic regulations in connection with forfeiture of seat.www. Possess any lethal weapon or Expulsion from the examination hall firearm in the examination hall. 2013-14 outside the examination hall or any of his relations. Leaves the exam hall taking away answer script or intentionally tears of the script or any part thereof inside or outside the examination hall. or indulges in any other act of misconduct or mischief which result in damage to or destruction of property in the examination hall or any part of the College campus or engages in any other act which in the opinion of the officer on duty amounts to use of unfair means or misconduct or has the tendency to disrupt the orderly conduct of the examination. R O Expulsion from the examination hall and cancellation of performance in that subject and all the other subjects the candidate has already appeared including practical examinations and project work and shall not be permitted for the remaining examinations of the subjects of that semester/year. D L www.jntuworld.jwjobs.jntuworld.com || www.net 14 7. The candidate is also debarred for two consecutive semesters from class work and all University examinations.jwjobs. www.jntuworld.com || www.jwjobs.net Civil Engineering 9. If student of the college, who is not a candidate for the particular examination or any person not connected with the college indulges in any malpractice or improper conduct mentioned in clause 6 to 8. 15 examinations of the subjects of that semester/year. The candidate is also debarred and forfeits the seat. Student of the colleges expulsion from the examination hall and cancellation of the performance in that subject and all other subjects the candidate has already appeared including practical examinations and project work and shall not be permitted for the remaining examinations of the subjects of that semester/year. The candidate is also debarred and forfeits the seat. Person(s) who do not belong to the College will be handed over to police and, a police case will be registered against them. Expulsion from the examination hall and cancellation of the performance in that subject and all other subjects the candidate has already appeared including practical examinations and project work and shall not be permitted for the remaining examinations of the subjects of that semester/year. Cancellation of the performance in that subject and all other subjects the candidate has appeared including practical examinations and project work of that semester/ year examinations. D L 10. 11. 12. Comes in a drunken condition to the examination hall. R O W U T N J Copying detected on the basis of internal evidence, such as, during valuation or during special scrutiny. If any malpractice is detected which is not covered in the above clauses 1 to 11 shall be reportedtotheUniversityforfurtheraction to award suitable punishment. www.jntuworld.com || www.jwjobs.net www.jntuworld.com || www.jwjobs.net 16 2013-14 Malpractices identified by squad or special invigilators 1. Punishments to the candidates as per the above guidelines. 2. Punishment for institutions : (if the squad reports that the college is also involved in encouraging malpractices) (i) A show cause notice shall be issued to the college. (ii) Impose a suitable fine on the college. (iii) Shifting the examination centre from the college to another college for a specific period of not less than one year. D L R O W U T N J www.jntuworld.com || www.jwjobs.net www.jntuworld.com || www.jwjobs.net 17 Civil Engineering JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA KAKINADA-533003, Andhra Pradesh (India) For Constituent Colleges and Affiliated Colleges of JNTUK Ragging D L R O W U T N J Prohibition of ragging in educational institutions Act 26 of 1997 Salient Features Ragging within or outside any educational institution is prohibited. Ragging means doing an act which causes or is likely to cause Insult or Annoyance of Fear or Apprehension or Threat or Intimidation or outrage of modesty or Injury to a student Imprisonment upto Teasing, Embarrassing and Humiliation Assaulting or Using Criminal force or Criminal intimidation Wrongfully restraining or confining or causing hurt Causing grievous hurt, kidnapping or Abducts or rape or committing unnatural offence Causing death or abetting suicide Fine Upto 6 Months + Rs. 1,000/- 1 Year + Rs. 2,000/- 2 Years + Rs. 5,000/- 5 Years + Rs.10,000/- 10 Months + Rs. 50,000/- In Case of Emergency CALL TOLL FREE NO. : 1800 - 425 - 1288 LET US MAKE JNTUKARAGGING FREE UNIVERSITY www.jntuworld.com || www.jwjobs.net m. Andhra Pradesh (India) For Constituent Colleges and Affiliated Colleges of JNTUK Ragging D L R O W U T N J ABSOLUTELY NO TO RAGGING 1.net 18 2013-14 JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY: KAKINADA KAKINADA-533003. : 1800 . 5. 2.com || www.jntuworld. Legislative Assembly.jwjobs. Ragging entails heavy fines and/or imprisonment.425 . Girl students must be in their hostel rooms by 7. Ragging invokes suspension and dismissal from the College.1288 LET US MAKE JNTUKARAGGING FREE UNIVERSITY www.jwjobs. Jawaharlal Nehru Technological University Kakinada For Constituent Colleges and Affiliated Colleges of JNTUK In Case of Emergency CALL TOLL FREE NO.jntuworld. 6.com || www.www.net . Outsiders are prohibited from entering the College and Hostel without permission. 4. 1997. 7. All the students must carry their Identity Card and show them when demanded The Principal and the Wardens may visit the Hostels and inspect the rooms any time.00 p.P. Ragging is prohibited as per Act 26 of A. 3. www.jntuworld.com || www.net 3 .jntuworld. – II 2 Earth Retaining structures 3 Soil Dynamics & Machine Foundations 4 Construction in Expansive Soils 5 Elective –III a) Pavement Analysis. Critical State Soil Mechanics 6 Elective – II Earth Dams Rock mechanics Remote Sensing and Geographical Information Systems 7 Advanced Geotechnical lab. Design and Evaluation b) Construction Planning and Methods c) Geotechnical Earth Quake Engineering 6 Elective –IV a) Geo – Environmental Engg..net 19 Civil Engineering DEPARTMENT OF CIVIL ENGINEERING Revised Course structure proposed for M. b) Numerical Methods in Geotechnical Engineering c) Finite Element Method 7 Computational Methods in Geotechnical Engineering.jwjobs. Total L 4 4 4 4 4 II – SEMESTER 1 Foundation Engg.com || www.No Name of the Subject 1 Advanced Mathematics 2 Advanced Soil Mechanics 3 Foundation Engineering – I 4 Ground Improvement Techniques 5 Elective –I Designing with Geosynthetics Soil-Foundation Interaction. Lab Total J C 3 3 3 3 3 D L R O W U T N P — — — — — 4 — — 3 2 20 4 4 4 4 4 — — — — — 3 3 3 3 3 4 — 3 — 3 2 20 www.jwjobs. (Soil Mechanics & Foundation Engineering. and Geotechnical Engineering) I Year – I SEMESTER S.Tech. jwjobs.jwjobs.www.net 20 III – SEMESTER 1 Seminar 2 Dissertation Total 2013-14 IV – SEMESTER 1 Seminar 2 Dissertation Total — — — — 2 18 20 — — — — 2 18 20 D L R O W U T N J www.jntuworld.com || www.jntuworld.com || www.net . net . Guass Seidal method. Soil Mechanics & Foundation Engineering. Crank Nicholsen Method. UNIT-V Linear Programming Problem Formation. Implicit methods.www. (Structural Engineering.com || www.jwjobs. W U T N UNIT-III Applied Statistics: Regression and correlation analysis – Method of Least squares – Curve fitting – Curvilinear Regression – Non-linear curves – correlation coefficient – Correlation of grouped bi-variate data – coefficient of determination Multiple Regression – partial Regression coefficients. cylindrical and spherical coordinates (problems having axi-symmetry) – Analytical solution by separation of variables technique. Two-dimensional Laplace Equation in Cartesian. Graphical Method.jntuworld. J UNIT-IV Tests of significance – Analysis of variance for regression – Multiple correlation coefficients – Multiple linear regression with two independent variables. Geotechnical Engineering and Transportation Engineering) UNIT-I Applied partial Differential Equations: One-dimensional Heat equation Cartesian.jwjobs. D L R O UNIT-II Numerical solutions to Heat and Laplace Equations in Cartesian coordinates using finite – differences. Jacobi Method.Tech. Simplex www.com || www.net 21 Civil Engineering SYLLABUS I–I L 4 P - Credits 3 ADVANCED MATHEMATICS Common for M.jntuworld. cylindrical and spherical coordinates (problems having axisymmetry). 1988 2. 2nd edition. D.jwjobs.S. CBS Publishers. Introductory Methods of Numerical Analysis – Sastry. artificial variable method-Big-M method-Two Phase Method.com || www. B. Solutions of Partial Differential Equations” – Duffy. Wiley 1991.. Steepest Ascent Descent Methods. TEXT BOOKS 1.www.S. 2nd Edition. S.S. 1992 3. Basic Statistics – Agarval.net 22 2013-14 method. Prentice-Hall.G. Optimization Techniques.L. Non Linear Programming Problem Gradient method. 5.com || www.jwjobs. 4.Rao:.jntuworld.net .jntuworld. D L R O W U T N J www.. Operations Research – Hamdy A. Taha. II Analysis of Strain – Deformation – Deformation in the Neighborhood point – Change in length of a linear element – Change in length of a linear element – Linear component – Rectangular strain components – The state of strain at a point – Shear strain components – Change in direction of a linear element .Stress components on an arbitrary plane – Digression on Ideal fluid – Equality of Cross shears . Surface force and stress vector – The state of stress at a point – Normal and shear stress components – Rectangular stress components .com || www.I Analysis of Stress: Concept of Stress – Body force.net 23 Civil Engineering I–I L 4 P - Credits 3 ADVANCED SOIL MECHANICS UNIT.Cubical Dilation – Change in the angle between Two line elements – Principal Axes of strain and principal strains – Plane state of strain – Compatibility condition – Strain deviator and its Invariants.Equation of Continuity – Use of Continuity Equation for Solution of Simple flow problems – Flow nets – hydraulic uplift force under structure – Flow nets in anisotropic material – Construction of flow nets for hydraulic structures on nonhomogeneous sub soils – Directional variation of permeability in anisotropic medium – Seepage through earth dams – Entrance. D L R O UNIT. Coefficient of Permeability in the Field .jwjobs. W U T N J UNIT.www.jwjobs.jntuworld.jntuworld.III Permeability and Seepage: Darcy’s law – Validity of Darcy’s Law.Cauchy’s formula – Equations of Equilibrium – Transformation of coordinates – Plane state of stress.net . Stress – Strain relations – Stress – Strain relations for isotropic materials – Modules of Rigidity – Bulk modules. www. Principal Stresses – Stress Invariants – Particular cases – Mohr’s circle for the Three – dimensional state of stress – Mohr’s stress plane – Plane of maximum shear – Octahedral stresses – Pure shear decomposition into Hydrostatic and pure shear states.com || www. Prentice Hall. UNIT.E.jntuworld. Flow net construction for earth dams – filter design. www. T N REFERENCES J 1. Professional Books.jwjobs.S.V R O Shear strength: Principle of effective stress – Measurement of strength parameters . Srinath 3.jntuworld. McGraw Hill Co. W U “ Advanced soil mechanics” by Braja M..P.S.net . B.. “Advanced Solid Mechanics” by L.. “Elements of soil mechanics” by G. “Soil Mechanics” by R. Das.com || www. 2. Oxford. 5. Chapman and Hall. 6. 4.www.com || www. “ Foundations of theoretical soil mechanics” by M.IV Consolidation: Mechanism of consolidation – Primary consolidation – Stress history – Pre-consolidation pressure – Terzaghi’s onedimensional consolidation theory and equation – Solution by Fourier series and finite difference methods – Determination of coefficient of consolidation – U versus T relationship for different forms of initial excess pore water pressure distribution – Degree of consolidation under time – dependent loading – secondary compression. McGraw Hill Co.Strength tests based on drainage conditions – Skempton’s pore pressure coefficients – Stress paths – Shear strength of cohesionless soils – Strength and deformation behaviour – Dilatancy – Critical void ratio – Liquefaction of soils – Shear strength of saturated cohesive soils – Triaxial testing. “Introduction to Geotechnical engineering” by Holtz and Kovacs. Smith.net 24 2013-14 discharge and transfer condition of line of seepage through earth dams. London. D L UNIT... Harr. Normally and over consolidated clays.F.Craig.N.jwjobs. – Methods of sampling -Types of Samples and Samplers.Isolated and Combined Footings and Mats .The Standard Penetration Test – its limitations and Corrections – Cone Penetration Test – Field Vane Shear Test – Bore– Hole Shear Test – Dilatometer Test – Pressure Meter test – Planning of exploration program — Preparation of Soil Report – Bore log. Hansen’s and Vesic’s Bearing Capacity Factors .Cleaning of Bore holes. W U UNIT. UNIT-V Settlement Analysis – Elastic settlement in granular soils – Meyerhof’s. Design Considerations including Location and Depth.Location. Floating Foundation.com || www.III Shallow Foundations –Bearing capacity – General Bearing Capacity Equation. spacing and depth.net 25 Civil Engineering I–I L 4 P - Credits 3 FOUNDATION ENGINEERING – I UNIT-I Soil Exploration – Importance. Preservation. Stabilization of Boreholes.net . Meyerhof’s.II R O Field tests . T N J UNIT-IV Types and choice of type.Design Procedure for Mats.Bearing Capacity Based on Penetration Resistances . Terminology. Labeling and Shipment of Samples .jntuworld. Methods of Boring including Drilling.Design Considerations of Open Drive Samplers. Proportioning of Shallow Foundations.Safe Bearing Capacity and Allowable Bearing Pressure.jwjobs. D L UNIT.com || www.Geophysical methods.jwjobs. Borings .Skempton www.www.Fundamentals of Beams on Elastic Foundations.Bearing Capacity of Stratified Soils . .jntuworld. De Beer and Marten’s and Schemertmann’s equations-Elastic settlements of surface and subsurface footing in clays . Das.com || www. REFERENCES 1. Foundation Analysis and Design by J.jntuworld. 2.. Bowles McGraw Hill Publishing Co.. Principles of Foundation Engineering by Braja M. settlement from in-situ tests. Tolerable settlements. 5. 7. Tata McGraw Hill. Soil Mechanics in Engineering Practice by Terzagi and Peck 3.com || www.www. Design Aids in Soil Mechanics and Foundation Engineering by Shanbaga R. John Wiley & Co.net . Teng. A short course in Foundation Engineering by Simmons and Menzes .ELBS D L R O W U T N J www. 4.jntuworld.jwjobs. Kaniraj.net 26 2013-14 and Bjerrum’s pseudo three-dimensional approach to consolidation settlement. Foundation Design and Construction by MJ Tomlinson – Longman Scientific 8. Analysis and Design of sub structures by Swami Saran 6. Foundation Design by Wayne C.E.jwjobs. T N J UNIT-IV Improvement of Cohesive soils – Preloading Soil Replacement – Radial Consolidation – Vertical and Radial Consolidation . Stability of foundation trenches and surrounding structures through soil Nailing. Feasibility and Desirability.Dewatering methods – open sumps and ditches – gravity flow wells – Vacuum dewatering – Electro – kinetic dewatering – electrosmosis . Bitumen Stabilisation.Vertical Drains – Sand Drains – Effect of Smear – Sandwicks – Band drains – Dynamic Compaction. . Cement Stabilisation. excavations.jntuworld. Lime Stabilisation.jwjobs. Densification of cohesionless soils – deep Compaction – Vibroflobation – Vibro Composer method Blasting – Densification at Ground. UNIT-V Stone Columns – Methods of installation of Stone Columns – Load shared by stone columns and the stabilized ground – uses of stone columns Lime columns and granular trenches – Installation – Improvements expected on Soil behavior.www. Tunnels. Thermal Stabilisation and Chemical Stabilisation.Vibrocompaction .I Introduction – Need for Engineering Ground – Classifications of Ground Modification Techniques – Suitability.Suspension grouts – Solution grouts – Methods of grouting – Grouting applications – Dams.net .jntuworld. W U UNIT:-III Dewatering and Grouting: .com || www.Heavy Tamping.jwjobs.Overview of grouting .com || www.Mechanical Stabilisation. Shafts and drifts.net 27 Civil Engineering I–I L 4 P - Credits 3 GROUND IMPROVEMENT TECHNIQUES UNIT. D L UNIT-II R O Stabilisation. In situ ground reinforcement www. 4. 2. REFERENCE: 1. Londan. Ground Improvement Techniques by Bergado et al.M. International Book Traders..net .E.) By J.jntuworld. 6.www. Current Practices in Geotechnical Engineering Vol. Koerner. Ground Improvement Techniques by P.M. Moseley.net 28 2013-14 – ground anchors – types – Components and applications – uplift capability. Foundation Analysis and Design (1V Ed. McGraw – Hill Book Co.P. Ground Improvement – Edited by M.jwjobs.jwjobs..S. Purushotham Raj. 3. Soil Mechanics for Road Engineers. H. Construction and Geotechnical Methods in Foundation Engineering By R.1. New Delhi. Alam Singh and Joshi. 7. D L R O W U T N J www. Blackie Academic & Professional. 5. & Geo-Environ Academia.O. McGraw – Hill Book Co.jntuworld.com || www. Delhi.com || www. Laxmi Publications (P) Ltd. Bowles. jntuworld. Eaglewood cliffs. Koerner and Josoph P. NJ 07632. “Construction and Geotechnical Engineering using Synthetic Fabries” by Robert M. 4. Bowles McGraw Hill Publications. Venkatappa Rao and GVS Suryanarayana Raju – Tata McGraw Hill Publishing Company Limited – New Delhi. www. Koerner Prantice Hall.jntuworld. Welsh. 2. “Foundation Analysis and Design” by J. D L R O UNIT-III Geogrids: Designing for Reinforcement – Stabilization – Designing Gabions – Construction methods – Design of retaining walls. UNIT-II Geotextiles: Designing for Separation – Reinforcement – Stabilization – Filtration – Drainage and Moisture barriers.com || www.com || www. W U T N Unit-V Geocomposites: Geocomposites – An added advantage – Geocomposites in Separation – Reinforcement – Filtration – Geocomposites as Geowebs and Geocells – Sheet drains – Strip drains and Moisture barriers. Properties and Testing methods of Geotextiles – Geogrids – Geomembranes – Geocomposites. UNIT-IV Geomembranes: Survivability Requirements – Pond Liners – Covers for Reservoirs – Canal Liners – Landfill Liners – Caps and closures – Dams and Embankments. “Engineering with Geosynthetics”. 3. by G.net .E. John Willey and Sons. “Designing with Geosynthetics by Robert M.jwjobs. New York.jwjobs. J REFERENCE: 1.www.net 29 Civil Engineering I–I L 4 P - Credits 3 (ELECTIVE – I) DESIGNING WITH GEOSYNTHETICS UNIT-I Geosynthetics and Properties and Testing Methods: Introduction to Geosynthetics – Basic description – History – Manufacturing methods – Uses and Applications. jwjobs.net 30 2013-14 I–I L 4 P - Credits 3 (ELECTIVE – I) SOIL – FOUNDATION INTERACTION UNIT-I Introduction to Soil – Foundation Interaction Problems – Contact Pressure Distribution – Idealized Soil Behaviour.www.jntuworld. Analytical and computer methods in foundation engineering. 2. T N J UNIT-V Analysis of finite plats – Axi Symmetric Leading of a Circular Plate – Circular Plate Resting on Winkler Medium – Circular Plate Resting on a Two – parameter elastic. UNIT-II Idealized Soil Response Models for the Analysis of Soil – Foundation Interaction – Elastic Models for Soil Behaviour. Hytenyi. Cointler model. Foundation analysis by RF Scott. Analytical techniques. McGraw Hill Publications. 5.net . Two –Parametric Elastic Models – Elastic – Plastic and Time Dependent Behaviour of Soil Masses.com || www. Interface Behaviour. W U UNIT-IV Finite Beams on a Winkler Medium – Method of Initial Parameters – Method of Super Position – Strain Energy Method. JE Bowles. REFERENCE: 1. JE Bowles. Printice Hall 4. McGraw Hill publications.com || www.jntuworld. Bernoulli – Euler Beam Theory and its Modifications – Effect of Shear Deformations. Beams on Elastic Foundations – university of Michigan Press. Elastic Analysis of soil – Foundation Interaction. Foundation analysis and design. D L R O UNIT-III Plane Strain Analysis of an Infinite plate and an Infinitely Long. Elastic Continuous Model. APS Selvadurai – Elsevier www. Beam. Foundation Behaviour. 3.jwjobs. T N J UNIT:-V Test paths in consolidation and shear testing — Soil Parameters for Design – Choice of Analysis – Methods – Choice of Strength Parameters. Atkinson and P.L.jntuworld.. Critical State Soil Mechanics – A. Mac millan Press Ltd. W U UNIT-IV Routine Soil Tests and the Critical State Model – Mohr – Coulomb Failure Criterion – One – dimensional compression – Undrained Shear Strength – General states of stress – Pore pressure Parameters – Interpretation of Index Test Data.H. Guide to soil Mechanics – Bolton seed. Wroth McGraw Hill Book Co.net . Compression of Cam – Clay. London.jntuworld.com || www. Sehofield and P. 3.Power in Cam – Clay – Critical States and Yielding of Cam – clay.jwjobs.jwjobs. R O UNIT-III Soil behaviour Before failure – Plasticity of Soils – Cam clay .com || www. www. Bransby & ELBS McGraw – Hill Book Co.net 31 Civil Engineering I–I L 4 P - Credits 3 (ELECTIVE – I) CRITICAL STATE SOIL MECHANICS UNIT-I Stress and strain – Stress and Strain Paths and Invariants – Critical State line – families of Underained and Drained tests – Undrained and Drained planes – The Roscoe surface – Rosco surface as a state boundary surface. The Mechanics of Soils by J. D L UNIT-II Behaviour of Over Consolidated Samples – Hvorslev Surface – Critical State Line – Complete State Boundary surface – Volume Changes and Pore Pressure changes – Behaviour of Sands – Effect of Dilation.. 2. REFERENCES: 1.www. jwjobs.com || www.net .www.com || www.jntuworld.jntuworld.Downstream Loading Berm – Cut-off Walls – Slurry Trench Cut-off Walls – Concrete Cut-off Walls or Diaphragms – Grouted Cut-offs – General Details – Suspension Grouts – Chemical Grouts – Performance of Seepage-Reducing Measures – Location of Cut-off – Design of Slope Protection – Dumped Riprap – Hand-placed Riprap – Soil-Cement Slope Protection – Downstream Slope Protection– www. D L R O UNIT II SEEPAGE THROUGH DAM SECTION AND ITS CONTROL: General – Flow Nets – Definitions .Casagrande’s Method – Flow Net for Anisotropic Section – Quantity of Seepage through Dam Section – Basic Equations – Stello’s Seepage Charts .Quantity of Seepage through Foundation – Seepage Control – Filters – Filter Criteria – Filters for Silts and Clays – Critical and Non-Critical Filters – Broadly Graded Soils – Core Material – Core Inclination – Core Thickness – Drainage – Pervious Downstream Shell – Chimney Drains – Rock Toe and Drains – Use of Geotextiles as Filter Material.net 32 2013-14 I–I L 4 P - Credits 3 (ELECTIVE – II) EARTH DAMS UNIT I BASIC CONCEPTS AND MISCELLANEOUS TOPICS.jwjobs. W U T N J UNIT III CONTROL OF SEEPAGE THROUGH FOUNDATIONS: General Considerations – Trench Cut-off – Partial Cut-off – General Considerations – Design of Upstream Blanket – Horizontal Drainage Blanket – Relief Wells – General Details – Design of Relief Wells – Drainage Trenches .: Evolution – Types of Dams – Earthfill Dams – Rockfill Dams – Selection of Type of Dam – Site Topography – Foundation Conditions – Basic Design Requirements – Crest Width – Freeboard – Definition – Wind Set-up – Wave Height — Causes of Failure and Deterioration of Dams – Design Investigations – Fill Material – Foundations – Design Studies – Hydraulic Fill Dams – Tailings Dams. com || www.net . D L R O UNIT V INSTRUMENTATION: – Purpose .www.jwjobs.jntuworld. Earth and Rockfill Dams HD Sharma & Bharat Singh T N J www.com || www.Types of Instruments and Brief Description – Installation – piezometers — Casagrande and Vibration wire — Settlement gauges – Inclinometers.jntuworld. Earth Dams by HD Sharma 2. W U REFERENCE: 1.jwjobs.net 33 Civil Engineering UNIT IV STABILITY ANALYSIS: Introduction – Critical Slip Surface – Shear Strength Under Different Test Conditions – Shear-Strength Tests – Test Conditions for Stability Analysis – Pore Pressures under Different Test Conditions – End-of-Construction – Drawdown Pore pressures – Steady Seepage – Factor of Safety – Stability Analysis – Method of Slices – Equilibrium Requirements – Fellenius Method – Simplified Bishop Method – Taylor – Lowe Force-Equilibrium Method – Spencer’s Method – Janbu’s Method – Equilibrium Equations – Working Formulae – Interslice Forces – Factor of Safety Along Interfaces – Iteration Procedure – Simplified Janbu’s Method – Morgenstern – Price Method – Wedge Method – Appraisal of Different Methods of Stability Analysis. ) R O W U UNIT-III Laboratory Testing of Rock Samples – Factors affecting test results sampling procedure and preparation of specimens. Flat Jack Test. D L UNIT-II Strength and Deformation Behaviour of Rocks and Failure Theories: Typical Stress – Strawin Curves – Static and Creep Test. Tensile Tests – Direct.jntuworld. Soil: Engineering Classification of intact rock and fissured rocks: Classification based on Structural features – Rock quality Designation Number and Velocity Ratio Methods.jwjobs. Unconfined and Triaxial shear tests. Pressure Tunnel test.www.com || www. — Design of simple – Openings in www. Mohr’s and Griffith Theory and its Modification ( General discussion only – derivation of equation not included.jwjobs. T N J UNIT-IV In-Situ Testing of Rock masses Plate –bearing test.net . Permeability of Rock and rock masses. Creep behaviour of Rocks. Uniaxial compression test.com || www. Coulomb – Navier. rock fracture and friction.net 34 2013-14 I–I L 4 P - Credits 3 (ELECTIVE – II) ROCK MECHANICS UNIT-I Introduction and Classification of Rocks: Development of Rock Mechanics: Applications of Rock Mechanics – Rock Vs. UNIT-V Methods of Improving the Properties of Rock Masses – Pressure Grouting and Rock bolting.jntuworld. Pore water pressure in rocks. Indirect and Flexural tests. Strength of rock – Unconfined Shear Strength and Triaxial Shear Strength of Rocks. Determination of Elastic constants – Pulse generation and Resonant Frequency of a vibrating bar methods. jntuworld. Obert.www..C – Rock Mechanics in Engineering Practice.C. Soil. Jaegar. L & Duvall. Stagg.jwjobs. – Rock Mechanics and the Design of Structures in Rock. D L R O W U T N J www.jwjobs. – Fundamentals of Rock Mechanics 2. W. and Cook.G.C.net .com || www.net 35 Civil Engineering competent rocks.. N. O. laminated rocks and rocks containing planes of weakness. J.W.jntuworld.L. and Zienkiewicz. K. (Distribution of stresses around simple openings discussion only without derivation) REFERENCE: 1.com || www. Data bases for GIS managing Spatial and attribute data together – Organizing Geographic Information within a DBMS. Data Input/Output: Keyboard entry. www. Manual Digitizing. Characteristics of Various sensors and satellites: LANDSAT. Nature of Geographic data.jwjobs.jntuworld.www.com || www. Existing Digital data – Cartographic database. Ideal Vs Real Remote Sensing. remotely sensed data. Natural resources data sets. Query languages.jntuworld. Spatial data models: Raster and Vector data models. Overview of GIS. ERS.jwjobs. IRS.net . Data management: Data Base approach. Examples of GIS application for civil engineering. Data output devices. The Electromagnetic Spectrum. Elements involved in Remote Sensing. Characteristics of Real Remote Sensing System. Energy Interaction with Earth Features.net 36 2013-14 I–I L 4 P - Credits 3 (ELECTIVE – II) REMOTE SENSING AND GEOGRAPHICAL INFORMATION SYSTEMS UNIT-I Remote Sensing : Definition. Spatial Resolution. Remote Sensing Terminology and Units. Three classic data models (Hierarchical network Relational data models). Spectral Resolution and Radiometric Resolution. Components of GIS. Digital elevation data and census related data sets. Geo-referenced data. Using a GIS for Decision making under uncertainty. SPOT. Scanning. Vegetation. W U T N J UNIT-III Data Quality: Components of data Quality. Limitations and Practical Approaches. Nature of Electromagnetic Radiation. Sources of error. D L R O UNIT-II Introduction to GIS: What is GIS.com || www. Energy interaction in the atmosphere. Soils and Water bodies. Classification of GIS Analysis function. Cartographic modeling by GIS. Remote Sensing Methods and Applications.McDonnell – Oxford University Press.jntuworld. John Wiley. Remote Sensing and Geographical Information Systems – 2nd Edition by M.jwjobs. Principles of Remote Sensing by Paul J Curran Geographic Information Systems. 3.net 37 Civil Engineering UNIT-IV GIS Analysis functions : Organizing data for analysis.net .com || www.jwjobs. Canada. Published by WDL Publications. Formatting – Map annotation. Burrough and Rachael A.www. Maintenance and analysis of non-spatial attribute data – Editing and query functions.com || www. Michael Hord.A Management Perspective by STAN ARONOFF. Ottawa. Maintenance and Analysis of Spatial data – Transformations. Connectivity function. . R O W U T N J REFERENCE BOOKS: 1. Text pattern and line styles. Anji Reddy. Neighborhood operations. 2. 4. UNIT-V GIS analysis functions for Integrated analysis of spatial and attribute data: Retrieval and Classification functions. analysis procedure with an example.jntuworld. Published by john Wiley and sons. www. D L TEXT BOOKS: 1. Remote sensing and Image Interpretation by LILESAND and KIEFER. Output. Edge matching and editing. Priciples of Geographic Information Systems by Peter A. Overlay operations. 2. Graphic symbols. Fundamental of GIS by MICHAEL N DEMERS Published by John Wiley & Sons Inc. net 38 2013-14 I–I L - P 3 Credits 2 ADVANCED GEO-TECHNICAL LABORATORY List of Experiments: 1.net . CBR 4.com || www.jntuworld.www. Demonstration of Field CBR Test J www. Triaxial tests: UU – test 5.jwjobs.jwjobs.com || www. Geotextiles – Grab test I) large width ii) narraw width 9. Triaxial tests: CU – test 6.jntuworld. Geotextiles – Permeability. Compaction Test 3. Demonstration of Plate Load Test T N 11. Direct shear test – Critical void ratio determination 7. R O D L W U 10. Classification of Soil 2. Consolidation test 8. com || www.á .jwjobs.Different Formulae-Load Carrying Capacity of Pile Groups in Clays and Sands – Settlement of Pile Groups in Clays and Sands – Computation of Load on each Pile in a Group.jwjobs.www.net 39 Civil Engineering I – II L 4 P - Credits 3 FOUNDATION ENGINEERING – II UNIT-I Pile Foundations-Classification of Piles-Factors influencing .Davisson & Gill analysis for piles in clays. www.Neutral point – Methods of minimizing downdrag.Monotonic and Cyclic Pile Load Tests.Modulus of subgrade reaction – Piles in granular soils and cohesive soils subjected to lateral loading Matlock & Reese analysis for piles in sands .- D L UNIT-II Pile groups -Efficiency of Pile Groups. R O UNIT-III Pull-out resistance of piles -Meyerhof’s. W U T N J UNIT-IV Laterally loaded vertical piles .Negative skin friction in piles – Typical field situations – Estimation of downdrag .â . Uplift capacity of piers. Broms’ Analysis for piles in sands and clays.Methods –Dynamic Pile FormulaeLimitations. Vesic’s equations and Coyle and Castello correlations for piles in sands (Elastic settlement of piles)Pull out Resistance of piles .net .jntuworld.ChoiceLoad Carrying Capacity of Single Piles in Clays and Sands Using Static Pile Formulae.jntuworld.com || www. Caissons – Types – Pneumatic Caisson – Well Foundations – Design of components – Design of wells – Lateral stability of well foundations – Terzaghi’s analysis.and λ . UNIT-V Drilled pier and Caisson Foundations – Types of Drilled piers – Load carrying capacity of piers in clays and sands. II. Prakash. Foundation Design and Construction – M.jwjobs. Vol.E.. bowles. Tomlinson. Analysis and design of foundations and Earth Retaining Structures – S..VNS Murthy 6. Merut.com || www. Pile Foundation Analalysis & Design by Poulos and Davis.J.jwjobs.jntuworld.jntuworld. McGraw – Hill Publishing Co. Das 2. .www. Principles of Foundation Engineering . Pitman 5. Soil Mechanics and Foundation Engineering. Foundation Engg.net .Braja M. 3.com || www. Foundation Analysis and Design – J. D L R O W U T N J www.net 40 2013-14 REFERENCE 1. Gopal Rajan and Swami Saran – Sarita Prakasan. 4. com || www.www. suitability. Forces in anchors.jwjobs.jntuworld. merits and demerits – Design of single – wall cofferdams and their stability aspects – TVA method and Cummins’ methods.Graphical solutions for Coulomb’s Theory in active and passive conditions.Type of Failures of Retaining Walls – Stability requirements – Drainage behind Retaining walls – Provision of Joints – Relief Shells.Classical Theories of Earth pressure – Rankine’s and Coulomb’s Theories for Active and Passive earth pressure. – types of cofferdam. T N J UNIT-IV Soil reinforcement – Reinforced earth .net .net 41 Civil Engineering I – II L 4 P - Credits 3 EARTH RETAINING STRUCTURES UNIT-I Earth pressures – Different types and their coefficients.com || www.jwjobs.Computation of Lateral Earth Pressure in Homogeneous and Layered soils.jntuworld. www. D L UNIT-II R O Retaining walls – different types . W U UNIT-III Sheet Pile Structures – Types of Sheet piles – Cantilever sheet piles in sands and clays – Anchored sheet piles – Free earth and Fixed earth support methods – Row’s moment reduction method – Location of anchors.Different components – their functions – Mechanics of reinforced earth – Failure modes-Failure theories – Design of Embakments on problematic soils. UNIT-V Braced cuts and Cofferdams: Lateral Pressure in Braced cuts – Design of Various Components of a Braced cut – Stability of Braced cuts – Bottom Heave in cuts. Soil Mechanics in Engineering Practice – Terzaghi. Analysis and Design of Foundations and Retaining Structures. 4.jwjobs. Das.jntuworld. B. Prakash.com || www.com || www.. JE – McGraw Hill 3.jntuworld.jwjobs. K and Rolph.net 42 REFERENCES 2013-14 1. Principles of Foundation Engineering by Braja M. peck 2nd Edn. – John Wiley & Co. D L R O W U T N J www. 2. Foundation analysis and design – Bowles.net . S – Saritha Prakashan.www. Mearut. Types and their characterizes . Earth retaining structures under dynamic loads-Pile foundations www. G and Poisons ratio from field and laboratory tests.jwjobs.Free and forced vibration with and without damping.SDOF systems.Types of damping-Equivalent stiffness of springs in series and parallelPrinciples of vibration measuring devices. foundations for reciprocating.www.Introduction to two and multi degree freedom systems D L UNIT-II Theories of Vibration Analysis.Natural frequency of foundation soil system – Barkan and IS methods – Pressure bulb concept – Reisner Theory – Limitations of Reisner theory – Sung’s solutions — Pauw’s Analogy – Heigh’s Theory.Use of wave theory in the determination of elastic properties.Methods of isolation. T N J UNIT-IV Machine Foundations: Classification based on the type of dynamic force and structural form. design criteria. Principles of isolation. Dynamic bearing capacity.net 43 Civil Engineering I – II L 4 P - Credits 3 SOIL DYNAMICS AND MACHINE FOUNDATIONS UNIT-I Introduction: Types of motion. design data. recommendations of Indian codesStress waves in bounded elastic medium.Vibration isolators.EHS Theory and lumped parameter model.Liquefaction of soils. impact and high speed machined like turbo generatorsIS code provisions for the design of the same UNIT-V Vibration Isolation and Special Topics: Transmissibility.damping factor from free and forced vibration tests.jntuworld. Determination of E.SHM. Elastic coefficients of soils and their determination.com || www.jwjobs.Different modes of vibration.net .jntuworld.com || www.Fundamental definitions. R O W U UNIT-III Dynamic properties of soils. jwjobs.jntuworld.Analysis and Design. Dynamics of bases and Foundations.D D Barkar R O D L W U T N J www. Foundations of Machines.jwjobs.net 44 REFERENCES: 2013-14 1. Vibrations of Soils and Foundations – Richart Hall and Woods 2.P J Moore 5.www. NSV Kameswara Rao. Analysis and design of Foundations for Vibrations. 3. Vibration Analysis and Foundation Dynamics. Wheeler Publishing.net . New Delhi. Fundamentals of Soil Dynamics.B M Das 6.com || www.com || www.jntuworld.Prakash and Puri 4. net . J UNIT-V Shear strength of expansive soils – Katti’s concept of bilinear strength envelope – Stress – state variables in partly saturated soils — Fredlend’s strength parameters Determination of matrix suction by axis translation technique Field suction measurement.net 45 Civil Engineering I – II L 4 P - Credits 3 CONSTRUCTION IN EXPANSIVE SOILS UNIT-I Clay Mineralogy: Nature of soils – Clay mineral structure –Cation exchange – Soil water –Soil structure-Soil-Water interaction UNIT-II Swelling Characteristcs: Swelling-factors affecting swelling – swelling potential.com || www.H. REFERENCES: 1.jwjobs.CNS layer technique – Under – reamed pile foundations – Construction techniques – design specifications – Load . www.methods of determination of heave. Newyork.carrying capacity in compression and uplift of single and multi – under reamed piles in clays and sands – granular pile Anchors.jwjobs.Chen.Methods of determination – factors affecting swelling potential and swell pressure – Heave . F. Eleveir Scientific Publishing Company.com || www. D L R O UNIT-III Foundation Practices in Expansive Clays – Sand cushion – Belled Piers – Granular pile – Anchors .swell pressure .factors affecting heave.jntuworld.jntuworld. W U T N UNIT-IV Expansive Soil Stabilization with lime – Lime soil columns and Lime slurry pressure injection – Stabilization with admixtures –Preponding – Vertical and Horizontal Moisture Barriers.www. Foundations on Expansive Soils. Problems and Practice in Foundation and Pavement Engineering by. AR Katti. Taylor and Francis 5. John Wiley & Sons. Inc. IS: 2720(Part XLI) – 1977 Mesurement of Swelling Pressure of Soils. Expansive soils.Nelson and D.R.www.jwjobs.net 46 2013-14 J.jntuworld.I. Roorkee. D. 2. D. Hand Book on Under reamed and Bored Compaction Pile Foundations – CBRI. New Age International Publishers.net . WILEY Inter science Publication. Basic and Applied Soil Mechanics. NewDelhi. Fredlund and H.Rahardjo. 6. GopalRanjan and AS Rao. 3. Inc 4.com || www. John Wiley & Sons.D. Behaviour of Saturated Expansive Soils and Control methods. Soil Mechanics for Unsaturated Soils.jntuworld. Katti. D L R O W U T N J www.jwjobs. Miller.G.com || www. Deduct Value Method. Stresses due to Load. Materials. IRC Method for Rigid Pavements.jwjobs.net 47 Civil Engineering I – II L 4 P - Credits 3 (ELECTIVE –III) PAVEMENT ANALYSIS DESIGN AND EVALUATION UNIT-I Pavement Types. Environment. Contact pressure. Tyre pressure. Wheel Loads. Load Man Concept. Skid Resistance Measurement.com || www. Design Factors: Traffic and Loading. www. 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