SCHEME OF TEACHING AND EXAMINATION B.E.CIVIL EINGINEERING VIII SEMESTER Teaching Hrs / Week Sl. No. Subject Code Title of the Subject Teaching Dept. Duration (Hrs) Examination Marks IA Theory / Practical Total Theory Practical 1 2 3 4 5 6 06 CV 81 06 CV 82 06 CV 83x 06 CV 84x 06 CV 85 06 CV 86 Advanced Concrete Technology Design and Drawing of Steel Structures Elective-IV (Group D) Elective-V (Group E) Project Work Seminar TOTAL Civil Civil Civil Civil Civil Civil 04 02 04 04 --14 -03 --06 03 12 03 04 03 03 03 03 19 25 25 25 25 100 50 250 100 100 100 100 100 -500 125 125 125 125 200 50 750 Elective-IV (Group D) Elective-V (Group E) 06 CV 831 06 CV 832 06 CV 833 06 CV 834 06 CV 835 06 CV 836 Advanced Pre-stressed Concrete Structures Advanced Foundation Design Pavement Design Earthquake Resistant Design of Structures Industrial Waste Water Treatment Quality Management System in Civil Engineering. 06 CV 841 06 CV 842 06 CV 843 06 CV 844 06 CV 845 06 CV 846 06 CV 847 Finite Element Analysis Reinforced Earth Structures Urban Transport Planning Geographic Information System Advanced Design of Steel Structures Design of Hydraulic Structures Environmental Impact Assessment KUSHAGRA GARAWAL 1 accelerator. Silica fume. Thermal conductivity.4 DURABILITY OF CONCRETE . MINERAL ADMIXTURE-Fly ash. Air-entraining admixtures. Provisions in revised IS10262-2004. High volume fly ash concrete concept. and their effect on concrete property in fresh state and hardened state.Pumping.2 CHEMICAL ADMIXTURES.manufacture.ADVANCED CONCRETE TECHNOLOGY PART . under water concreting. typical mix Self compacting concrete concept. Rheology of concrete in terms of Bingham’s parameter. Elastic Modulus. design of concrete mix by BIS method using IS10262 and current American (ACI)/ British (BS) methods. application and Typical mix. shotcrete. transporting. acid attack. porosity of paste and concrete. 6 Hours KUSHAGRA GARAWAL 2 . Plasticizers and super Plasticizers and their effect on concrete property in fresh and hardened state. properties. efflorescence.A UNIT . Marsh cone test for optimum dosage of super plasticizer. Permeability of concrete. placing. Structure of a Hydrated Cement Paste. GCBS. 7 Hour UNIT . chemical attack. Methods of concreting. transition Zone. IS456-2000 requirement for durability. 6 Hours UNIT . Volume of hydrated product. precautions. retarder.Mechanism of chemical admixture. specific heat.Factors affecting mix design. 7 Hours PART .B UNIT . thermal diffusivity.3 MIX DESIGN . new generation superplasticiser. materials. tests.5 RMC concrete . Corrosion in concrete. Alkali Aggregate Reaction.Introduction. 6 Hours UNIT . properties. factors affecting strength and elasticity of concrete.1 Importance of Bogue’s compounds. Behavior of FRC in compression.N. original w/c ratio. 6. London 2. Santhakumar.M.8 Test on Hardened concrete-Effect of end condition of specimen. Shetty 3. Compression. 5. properties and applications.. Krishna Raju .J. Mehta. London.Gambhir M. Tests on composition of hardened concrete-cement content. tension including precracking stage and post-cracking stages.P.6 Fiber reinforced concrete . Advanced Concrete Technology Constituent materials.ELBS Edition. properties and application 7 Hours UNIT . 3. 6 Hours UNIT . A. New Jersey (Special Student Edition by Indian 4.L.Sehgal Publishers Concrete Manual.7 Light weight concrete-materials properties and types.. rate of loading.Power T. .London. KUSHAGRA GARAWAL 3 .Neville. capping. techniques of manufacture.Prof Aitcin P C.Fibers types and properties.Dhanpat Rai & Sons.Prentice Hall.S. .C.M.Prasad. 5. behavior in flexure and shear. Concrete Technology. Typical light weight concrete mix High density concrete and high performance concrete-materials.. typical mix. Ferro cement . Ban Seng Choo.A. moisture condition. P J M Monteiro.-Oxford University Press. Concrete Institute Chennai) ACI Code for Mix Design IS 10262-2004 Concrete Mix Design.John Newman.K. 4. Concrete. Properties of Fresh Concrete. New Delhi REFERENCE BOOKS: 1.E and FN. pulse velocity methods.UNIT . High Performance Concrete.materials. 7 Hours TEXT BOOKS: 1. 7. NDT tests concepts-Rebound hammer. Longman Ltd. Ban Seng Choo..E and FN. London Concrete Technology. Properties of Concrete.R.-Mc Graw Hill. 2. C G K Nair. Advanced Concrete Technology Processes. tension and flexure tests.John Newman. H/D ratio.London Non-Destructive Test and Evaluation of Materials. 6. SP 6 (1) – 1984 or Steel Table. UNIT .4 Design and drawing of i) ii) iii) Bolted and welded plate girder Roof Truss (Forces in the members to be given) Gantry girder 13 (T) + 21 (D) REFERENCE BOOKS: 1. 7.H..A (DRAWINGS TO BE PREPARED FOR GIVEN STRUCTURAL DETAILS) UNIT . Beam-column. 5. Design of Steel Structures . Delhi-6. KUSHAGRA GARAWAL 4 . 8.DESIGN AND DRAWING OF STEEL STRUCTURES PART . Press. seated. Wheeler & Co. Subramanian : Oxford University. Detailing of Structures.Dayarathnam P . 13 (T) + 18 (D) PART .B UNIT .Negi . grillage foundation. Lacing and battens. stiffened and un-stiffened.1 CONNECTIONS: Bolted and welded. 1705. Design of Steel Structures .Dayarathnam P Design of Steel Structures . Column-column of same and different sections. Design of Steel Structures.Ramachandra -Standard Book House. Roorkee.A. Nai Sarak. beam-beam. UNIT . 4.N. Design of Steel Structures .Tata Mc Graw Hill Publishers. 2.Raghupati IS : 80 – 1984.Nem Chand & Bros.A. 6.2 COLUMNS: Splices. Design of Steel Structures . 3. Ltd.Arya and Ajaman.3 COLUMN BASES: Slab base and gusseted base. building configuration. analysis of subframes.5 Determination of design lateral loads Seismic design philosophy. 6 Hours UNIT . Theory of plate tectonics.4 Effect of Structural Irregularities on seismic performance of RC buildings. local site effects.1 EARTHQUAKE GROUND MOTION ENGINEERING SEISMOLOGY – Introduction.7 Earthquake resistant design of RC buildings – Preliminary data. Equivalent static lateral force method. dynamic analysis procedure.B UNIT . response spectrum methods (without infills) 7 Hours UNIT . Equivalent lateral force procedure. seismic waves. characteristics. building characteristics. 7 Hours KUSHAGRA GARAWAL 5 . response spectra and design spectrum. 6 Hours PART . Vertical irregularity and plan configuration problems. Response control concepts. Seismo resistant building architecture – lateral load resistant systems. 6 Hours UNIT . earthquake size.2 Evaluation & Seismic Design ParametersTypes of Earthquakes. design of subframes ( maximum of 4 storeys). 6 Hours UNIT .EARTHQUAKE RESISTANT DESIGN OF STRUCTURES PART .load combinations. seismic design methods – code based methods. loading data. earthquake ground motion. seismic zoning map of India. 8 Hours UNIT .3 Basic elements of Earthquakes Resistant Design Structural modelling. seismic method of analysis – code based procedures.6 Step by step procedure for seismic analysis of RC buildings (maximum of 4 storeys). seismic education and retrofitting seismic test methods.A UNIT . (MIR Publisher.1 Development Activity and Ecological Factors EIA. 2007.Y. 1983).). Objectives and Scope. FONSI. 4.UNIT . 10 Hours UNIT . 6 Hours UNIT .A.3 Frame work of Impact Assessment. Land Ecology.2 Step-by-step procedures for conducting EIA. 3.8 Earthquake resistant design of masonry buildings . Soil. Moscow).S. Geology with the Elements of Geomophology. Yakushova . Water. KUSHAGRA GARAWAL 6 .Polyakov . Borg .PHI India. 5. Design of Earth Quake Resistant Structures. Earth Quake Engineering Damage Assessment and Structural design. EIS. 6 Hours UNIT . 6 Hours TEXT BOOKS: 1.Anil Chopra.(MIR Publisher.Clough and Penzien . 2. Design of two storeyed masonry buildings. lateral load analysis. Cultural and Socioeconomic Environment. Moscow). Methodologies. Development Projects-Environmental Setting. Techniques of EIA. Limitations of EIA. REFERENCE BOOKS: 1.elastic properties of structural masonry. EIA guidelines for Development Projects. Contents of EIA. Earthquake resistant design of structures . Earthquake Resistant Design.S.K. Noise. 2.Oxford University Press.4 Assessment and Prediction of Impacts on Attributes Air.(McGraw Hill book Co. ENVIRONMENTAL IMPACT ASSESSMENT PART . Rapid and Comprehensive EIA.A UNIT . Baseline Information.Pankaj Agarwal.F. Earthquake Resistant Design of Structures . Need for EIA Studies. Duggal . Manish Shrikande .(John Wiley and Sons. Dynamics of Structures. Larry W. Y. 2.McGraw Hill Publication. 6 Hours UNIT .Anjaneyalu. Environment Impact Assessment. Practical Considerations in preparing Environmental Impact Assessment and Statements. Environment Impact Assessment . 2. 8 Hours UNIT . Features of the Project Activity-Environmental Parameter Activity Relationships- Environmental Impact Analysis-Jain R. Canter .B UNIT ..-Van Nostrand Reinhold Co.K. Highway projects: Nuclear-Power plant projects. 4 Hours UNIT . REFERENCE BOOKS: 1.6 Hours PART . Guidelines for EIA of developmental Projects Ministry of Environment and Forests. Iron ore). KUSHAGRA GARAWAL 7 . 6 Hours TEXT BOOKS: 1.7 Salient Matrices.5 EIA guidelines for Development Projects. Mining project (Coal.6 Public Participation in Environmental Decision making. Rapid and Comprehensive EIA.8 EIA for Water resource developmental projects. GOI. 5. SEMINAR Seminar shall be presented in the department in presence of a committee (Batch of Teachers) constituted by HOD. References. The seminar marks are to be awarded by the committee. scope for further work. (as given above) Conclusions. KUSHAGRA GARAWAL 8 . The Project Report shall be submitted in the prescribed standard format (04 copies) to the HOD. Analysis based on type of problem. 3.PROJECT WORK The project report shall be presented in the following form. 1. Students shall submit the seminar report in the prescribed standard format. Definition of the problem. Exhaustive literature survey. 4. 2. after the certification of the concerned guide and HOD.