Publication Number FHWA-RD-00-167 December 2000 www.TFHRC.gov/ Geotechnical P ublications Office of Infrastructure R&D Geotechnical Research Team, HRDI-08 6300 Georgetown Pike, McLean, Virginia, USA 22101-2296 The publications listed in this document report the results of research conducted by the Geotechnical Team, a part of the Federal Highway Administration's (FHWA) Office of Infrastructure R&D in McLean, VA. This document also collates, categorizes, and integrates geotechnical information developed by other units of the FHWA; this material complements and aids in the implementation of geotechnical research outputs. Front cover photo: Experimental bridge embankment/abutment project at the TurnerFairbank Highway Research Center. The approach and abutment were constructed using geosynthetic reinforced soil technology. Background photo: Nonwoven virgin polyester geotextile fabric magnified approximately 600 times. . FHWA-RD-77-128. V. H. L. I. Determination of Seismically Induced Soil Liquefaction Potential at Proposed Bridge Sites.. J. Volume II: Design Procedures and Guidelines. Moulton. Volume III: Example Problems and Sensitivity Studies. J. FHWA/ RD-85/107. Volume 1. K.. G. Lam. FHWA-RD-77-127.. T. K. and Halvorsen. FHWA-RD-86-101. Ferrito. T. S.. Moulton. Moulton. Ganga Rao. FHWA/RD-81/162. Volume I: Executive Summary. Interim Report. Determination of Seismically Induced Soil Liquefaction Potential at Proposed Bridge Sites. Ferrito.. Evaluation and Improvement of Existing Bridge Foundations.. Report Nos.. and Forrest. B. L. R. Report No. G. 102. Report No. Tolerable Movement Criteria for Highway Bridges. Geotechnical Publications 1 .. Manuel. V. K. Report No. and 103. L. Nataraja. FHWA/RD-83/061.. S. Report No. Report No. and Forrest. Ganga Rao. H. FHWA-RD-82-050. Tolerable Movement Criteria for Highway Bridges. Report No. Bridge Foundation Needs. Tolerable Movement Criteria for Highway Bridges. Final Report. G. FHWA-RD-92-030. J. Volume 2. P. M.. V. F. B.. Report No.. FHWA-TS-85-228. S. M.. and Martin. Mysore S. Seismic Design of Highway Bridge Foundations.GEOTECHNICAL FOUNDATIONS Bridge Foundations Elias. J. Strategies for Managing Unknown Bridge Foundations. Report No.. and Halvorsen. Micropile Design and Construction Guidelines and Implementation Manual. and Mensah. FHWA-RD-92-004. FHWA-RD-96-179. Drilled Shafts: Construction Procedures and Design Methods. Volume III: Literature Review. F. Report Nos. Report No. Bruce. T. F. W. FHWA-RD-95-172. Report No. A. P.. G. Report Nos. Volume I: Volume II: Appendices. Report No. Paikowsky. Report No. Cost. Report No. Handbook on Design of Piles and Drilled Shafts Under Lateral Loads. C. M. E. two volumes. Reese. Debra. Likins. Report No. F. Volume III: Construction. E. N. O’Neill. FHWA-SA-94-035. Hassan. J. J. G. Goble.. J. Drumright. G. W. and Groneck. Volume IV: Case Histories.... Vol.. Drilled Shafts: Construction Procedures and Design Methods. Design and Construction of Driven Pile Foundations. E.. and Chan. and181. and Testing. S.Drilled Shafts O’Neill.. and Reese. Report No. G. et al.180. 2 Federal Highway Administration . L. FHWARD-96-204. E.. Thendean. II: Chapters 9-Appendices. I: Chapters 1-8 and Vol... M. Thendean. O’Neill. J. Determination of Pile Driveability and Capacity From Penetration Tests. and Raushe. Parikh. C.. Michael W. 017. J. Buller.. Baker. A. P. O. Classifications. G. L. and Goble. 018. Likens.. G.. Lyman C. A Simplified Field Method for Capacity Evaluation of Driven Piles. FHWA-SA-97-070. Raushe. G. Report Nos.. FHWA-HI-97-013 and 014. Hannigan.. QA/QC. G.. H.. Laefer. FHWA-HI-88-042.. FHWA-IF-99-025. ADSC-TL-4. I. G. K.. Micropiles and Related Techniques: State of Technology. J. Regan.. Townsend. FHWA-RD-96-016. and Juran. and 019. G. Volume II: Design. and McDonnell. C. FHWA-RD-94-042.. F. Load Transfer for Drilled Shafts in Intermediate Geomaterials. Pile Foundations Armour. The Osterberg Cell for Load Testing Drilled Shafts and Driven Piles.. E. Briaud. S... Abou-Matar.. Report No. Osterberg. P.. M. Volume I: Background.. Drilled and Grouted Micropiles: State of the Practice Review. Drilled Shafts for Bridge Foundations. FHWA-IP-84-11. D.. 003. Behavior of Piles and Pile Groups Under Lateral Loads. M. L. Report No. B.. M. C. W. B. and O’Neill. and 082. Report No. Likens.. and Auld.. G. L. Final Report. FHWA/RD-83/059. FHWA/RD-81/004. M. R. Pile Foundations: The Behavior of Piles in Cohesionless Soils. G. Tsang. H. Volume I: Sandy Soil.. Pile Group Prediction Symposium: Summary. A. Report No.. FHWA/RD81/001. Report No.Ng. Geotechnical Publications 3 . and 004.. A.. F. W. J.. Pile Group Load Tests in Clay: Introduction and Background.. DiMillio.. H-Y. C. H. Report No. Briaud. S. Raushe. J. G. T. Vgaz. Volume 3: Centrifuge Tests in Clay. and Mahar. DiMillio A. and Armstrong. H. FHWA/RD-83/038. Mathematical Models and Design of Load Test. Report No. FHWA-RD-88-081... M. Field Study of Pile Group Action. Volume 2: Centrifuge Tests in Sand.. G. Reese. Ng.. Volume I: Research Report. Hawkins. M. S. S. W. S. and Coyle. Report No. FHWA/RD-84-002. F. Appendix A: User’s Guide for Program PILGP1. Allowable Stresses in Piles. Centrifuge Testing of Model Piles and Pile Groups. O. M. B. Albert F. K. and O’Neill. Tucker. Atkinson. A. O’Neill. R.. and Hussein.. Report No. Pile Group Prediction Symposium: Summary. FHWA/RD-81/ 005.. W. Volume 1: Executive Summary. J. Report No.. M.. Report No. Interim Report. Report Nos. F. M. G. F. J. E. FHWA-TS-87-221. Manuel.. Appendix B: Documentation for Program PILGP1.. DiMillio. Report Nos. FHWA/RD-81/003. L. FHWA/TS-84-203. Ko... L. M.. W. and Goble. Goble. R. Ha. A. Note: Appendices A-F are reported in separate volumes as follows: Ha. Davisson. W. Report No.. and O’Neill. R. O’Neill. FHWA/RD-86/160. Mahar. Final Report. L. The Performance of Pile Driving Systems: Inspection Manual. FHWA/RD-81/002. E.. Behavior of Piles and Pile Groups in Cohesionless Soils. Briaud. FHWA-TS-87-222. Report No. E. Appendix C: Geotechnical Investigation. H. and Volume II: Appendices. Field Study of Pile Group Action.. R. and Vesic. L. O’Neill. M.. FHWA/RD85/106. Proceedings of the Pile Group Prediction Symposium... Hawkins. M. Lytton. G. Volume II: Clay Soil... L. and O’Neill. S. W. W. D. L. L. Dynamic Compaction for Highway Construction: Volume 1: Design and Construction Guidelines. H. An Introduction to the Deep Mixing Methods as Used in Geotechnical Applications – Appendices. A. Appendix F: Supplementary Information. and O’Neill. Report No.. R. FHWA/RD-81/184. Appendix D: Detailed Graphical Presentation of Reduced Data. Report No. E.. R. M. 1. G. Report No. L. J. FHWA-SA-95-037. Appendix E: Evaluation of Instrumentation. J. Report No.. FHWA/RD-86/ 185. Report No. A.. and Bruce.. C. O’Neill. F.. and Bruce. R. Spread Footings Briaud.. FHWA-RD-97-068.. S. W. Gifford. Report No. Kraemer. Large-Scale Load Tests and Data Base of Spread Footings on Sand. FHWA/RD-81/007. W... Performance of Highway Bridge Abutments Supported by Spread Footings on Compacted Fill. Spread Footings for Highway Bridges. A. Report No. A...Muster. D. Dynamic Compaction. GROUND IMPROVEMENT Bruce. Report No.. Report No. and Gibbens. R. Skytta. R. A. R. and O’Neill.. E.. FHWA/RD-86/133. Wheeler. and Mahar. DiMillio. Geotechnical Engineering Circular No. M.. Report No. Lukas. 4 Federal Highway Administration . FHWA/RD-81/006. M. R. J.. D. FHWA/RD-81/008. G. FHWA-RD-99-138. Bruce. Lukas.. N. G. M. F. G.. A. and McKown. Peterson. FHWA-RD-99-144. Hawkins. J. White. An Introduction to the Deep Mixing Methods as Used in Geotechnical Applications. M.. et al. R. Report No. Geotechnical Publications 5 . Volume 2. FHWA-SA-94-006. Report No. FHWA-SA-94-005. Volume 1. Herndon. Tallard.. Slope Stability Abramson. Volume 1. Tom. Herndon. Wallace Hayward. Lee.. FHWA-SA-96-038... FHWA-RD-82-037. Volume 2. FHWA-RD-79-54. Report No. Report No. Muriel J. V. J. Raymond J. Design and Control of Chemical Grouting. Joe. Report No. Baker. Volume 3. Grouting in Soils.. Report No... Tom. and Lenahan. Volume 2.. Factors That Influence the Stability of Slopes—A Literature Review. C. Johnson. Report No. FHWA-RD-82-036. Wallace Hayward. Joe. FHWA-RD-82-038. and Huck. and Caron. Abramson. Geotechnical Engineering Circular No. FHWA-RD-76-27. Earth Retaining Systems Sabitini. Krizek. Advanced Course on Slope Stability. 2 – Earth Retaining Systems. FHWA-RD-76-26. Robert B. Design and Control of Chemical Grouting. Glenn. G. Glenn. Report No.. Boyce. P. Volume 1. Advanced Course on Slope Stability. Grouting in Soils. FHWA-RD-82-039. Design and Control of Chemical Grouting. Report No. Volume 4. Design and Control of Chemical Grouting. and Baker. Volume 1: Avaliable Materials. and Lenahan. Peter J.. et al. Lee.Chemical Grouting Waller. Wallace Hayward.. Report No. Report No. FHWA-RD-77-50. Chemical Grouts for Soils. Baker. et al. Elias. Boyce. FHWA-RD-75-131. D. D.. T. Goldberg. Report No... Pfister. P. Report No. Report No. Jawarski. Nicholson. Weatherby. Ground Anchors and Anchor Systems. P. Weatherby. Jawarski. Permanent Ground Anchor Walls. Report No. W.. G. et al.. Lateral Support Systems and Underpinning. D.. Concepts for Improved Lateral Support Systems.G. Report No. Executive Summary. E.Lateral Support Systems Sabitini. E. W. D. D.. Volume 2: Full-Scale Wall Tests and Soil Structure Interaction Model. P. Goldberg. Report No.. Lateral Support Systems and Underpinning. E. T.. Report No. E.. and 068.J. Volume 3.. Permanent Ground Anchors-Nicholson Design Criteria. and Pantucek. FHWA-RD-81-150.. FHWA-RD-75-128. FHWA -SA-99-015. 066. Volume 2. Jawarski. Volume 1. E.. 067. D. FHWA-RD-82-047. Otta. R. T. E. D. Volume 4: Conclusions and Recommendations. Report Nos. FHWA-RD-81-152. FHWA-RD-98-065. Permanent Ground Anchors-Stump Design Criteria. Report No. Pass. FHWARD-97-130.. FHWA-RD-82-048. Permanent Ground Anchors-Soletanche Design Criteria. L.. Design Manual for Permanent Ground Anchor Walls. Tiebacks. Tiebacks. Lateral Support Systems and Underpinning.. E.. et al. et al. 4. Volume 3: Model-Scale Wall Tests and Ground Anchor Tests. et al. et al. 6 Federal Highway Administration .. Permanent Ground Anchors Weatherby. Goldberg. Evers. P. FHWA-RD-81-151. Goldberg.. Geotechnical Engineering Circular No. J. et al. E.... W. Report No. FHWA-RD-75-129. Weatherby.C. FHWA-RD-75-130... W. D. Volume 1: Current Practice and Limiting Equilibrium Analysis. Jawarski. T. and Bachus.. Report No. Porterfield. M. S. FHWA-RD-73-93. Porterfield. Report No. FHWA-SA-96/069. Wolschleg. Soil Nailing Field Inspectors ManualSoil Nail Walls. Reinforced Soil Structures. Clough. W. I.... Dennis.. Manual for Design and Construction of Soil Nail Walls. Report No.. FHWA/RD-83/105. G. Volume 2: Summary of Research Systems Information.. J.. Report No. K.. Geotechnical Publications 7 . R.. Report No. Analysis and Design Problems in Modeling Slurry Wall Construction. V.. FHWA-SA-93-068..Reinforced Soil Structures Elias. Slurry Walls Chi. Cotton. and Mitchell. James A.. Report No. Report No.. et al.. FHWA/RD-89/043 and 044. Frondistou-Yannas. V. FHWA/RD-89/186.. David M. Report Nos. Corrosion Susceptibility of Internally Reinforced Soil Retaining Structures. Cotton.Corrosion/Degradation of Soil Reinforcement for Mechanically Stabilized Earth Walls and Reinforced Soil Slopes. D. Soil Nailing Byrne. FHWA-RD-80-047. and Juran. J. Juran.. V. Report No. I. Gill. A. B. Slurry Walls as an Integral Part of Underground Transportation Structures.. et al.. Durability/Corrosion of Reinforced Soil Structures. Soil Nailing for Stabilization of Highway Slopes and Excavations. G. Volume 1: Design and Construction Guidelines. J. FHWA/RD-89/198. Elias. Elias. FHWA/SA-96/072. B. Report No. C. Christopher.. S.. R. and Ueblecker. Kraemer. Report No. and Elias.. Z. FHWA/RD-86/171. Rixner. A. FHWA-RD-97-144. Swan.. Allen.. Juran. Report No. I. S. C. FHWA/RD-83/026. S.. H. Volume 2: Appendixes.. E. Elias. V. S.. Vertical (Wick) Drains Rixner. FHWA/RD-86/168. Kraemer. FHWA-RD-95/016. Elias. R... Bachus. V. Report No.. R. Report No. T. FHWA-RD-86-170. Report No. Carlson. J..Testing Protocols for Oxidation and Hydrolysis of Geosynthetics. Prefabricated Vertical Drains. V. Interim Report. Rixner.. and Smith. Yuan. M. R. P.. Geocomposite Drains: Volume 1: Engineering Assessment and Preliminary Guidelines... and Kraemer. J.. J. Volume 2: Summary of Research Effort.Stone Columns Barksdale. Report No. J. FHWA-RD-86-169. R.. S. Long-term Durability of Geosynthetics Based on Exhumed Samples from Construction Projects. C. FHWA-RD-00-157. S. D. R. Stress Cracking Potential of HighDensity Polyethlene Geogrids. R. Report No. C. Report No. Pearce. FHWARD-97-143.. Elias. and Giroud. and Smith. Durability of Geosynthetics for Highway Applications. V. J. and Bachus. Design and Construction of Stone Columns. Geosynthetics Elias. and Lu. D. R. R. FHWA-RD-97-142.. and Kraemer. A... 8 Federal Highway Administration .. D. Salman. V. Report No. Prefabricated Vertical Drains: Volume 1: Engineering Guidelines.. Report No. J. Prefabricated Vertical Drains. FHWA/RD-83/027... D. Report No. and Bachus. R. Volume 3. A. Development of Protocols for Confined Extension/Creep Testing of Geosynthetics for Highway Applications. J. Report No. C. Report No. and Johnson. et al. Frost Action Predictive Techniques for Roads and Airfields: Volume 1: A Comprehensive Survey of Research Findings. R. An Investigation of the Natural Microscale Mechanisms That Cause Volume Change in Expansive Clays. G. C.. E. M. Donald R. Report No. R. R. R..... D. L.. D. FHWA-RD-77-75..... FHWA/RD-82/081.. D.. T. FHWA-RD-7971. Snethen. Report No. Frank C. FHWA-TS-80-236. M.. Berg. Berg. and Cole. FHWA-RD-75-48. Report No. Geotechnical Publications 9 . L.D. and Snethen. D. Report No.. Lawrence. R. D. Frost Susceptibility of Soil. Chamberlain. Lamb. FHWA-RD-76-82. Snethen. R. D. FHWA/RD-87/057.SOIL AND ROCK BEHAVIOR Expansive Soils Snethen. Report No.. Proceedings of Workshop on Expansive Clays and Shales in Highway Design and Construction.. E. Report No.. D. D. FHWA-RD-79-49 and –50. Report No. A Review of Engineering Experiences with Expansive Soils in Highway Subgrades. L. 2 Volumes. R. J. Technical Guidelines for Expansive Soils in Highway Subgrades. FHWA-RD-79-51. Guymon. Frost Action Johnson. Snethen. R. T. J. R. and Johnson. An Evaluation of Methodology for Prediction and Minimization of Detrimental Volume Change of Expansive Soils in Highway Subgrades.. Report Nos.. Steven J. D. D.. Patrick. Mathematical Model to Correlate Frost Heave of Pavements With Laboratory Predictions. Expansive Soil in Highway Subgrades: Summary. and Townsend. Snethen.. Snethen.. An Evaluation of Expedient Methodology for Identification of Potentially Expansive Soils. L. and Johnson. and Hanna. Review of Index Tests. FHWA-RD-73-72. An Occurrence and Distribution Survey of Expansive Materials in the United States by Physiographic Areas. FHWA-RD-77-94. Chamberlain. Report No. FHWA-RD-77-1. T. M.. J. and 100.Shale Strohm.H. A Laboratory Evaluation of Two Proprietary Materials as Compaction Aids and Soil Stabilizers. Kinter. Design and Construction of Shale Embankments: Summary.. J. R.. G. FHWA-TS-80-219. Development and Evaluation of Chemical soil Stabilizers. Nussbaum. Donald G. A. R.B. Soil Compaction and Stabilization Terrel. and Thompson.Volume 3: Slaking Indexes for Design. Report No. L. Epps. W.. Bragg. T.. Iowa State University. E. Report No.. Strength Development and Reaction Products in LimeMontmorillonite-Water Systems. Design and Construction of Compacted Shale Embankments – Volume 1: Survey of Problem areas and Current Practices.. Report No. and Handy. FHWA-RD78-141.E. Report No.C. Design and Construction of Compacted Shale Embankments . The Role of Magnesium Oxide in Lime Stabilization. Report Nos. L. 2 Volumes. and Lutten.Volume 5: Technical Guidelines. Report No. and Ziegler. 10 Federal Highway Administration . Report No. W. R. Hoover. FHWA-RD-78-140. FHWA-RD-75-17. and Kinter.W. 3 Volumes.. W. FHWA-IP-80-2. J. Design and Construction of Compacted Shale Embankments . Strohm.. Design and Construction of Compacted Shale Embankments . and Helmuth. K. FHWA-RD-75-61. 99. Shamburger. Patrick D.. and Ziegler. D.J. E. P.. R. J. FHWA-RD-75-62. FHWA-RD-72-31.M.. Chemical Compaction Aids for Fine-Grained Soils. FHWA-RD-75-32.Volume 2: Evaluation and Remedial Treatment of Shale Embankments. Final Report.H. Report No. Report No. Design and Constuction of Compacted Shale Embankments Volume 4: Field Evaluation and Laboratory Investigations. Report No..J.. Barenberg.. Fohs. R. Earl B. L. H. Portland Cement Association. J.. Kantro. J. Bragg. Soil Stabilization in Pavement Structures: A User’s Manual.. W. E. Mitchell. FHWA-RD-75-98. FHWA-RD-79-63 and 64.. Strohm. Lutton... W.. A. R. E. Report No. G.. Report Nos. M. Ormsby. . FHWA-RD-75-95. Improved Subsurface Investigation for Highway Tunnel Design and Construction. Vol. 1: A Study of the State of the Art. Report No. L.. Tracy. J. Jr. Mock. et al. C. M. Jr. C. and Activity. Harding. Design.. Vol. Vol. 3: Construction Methods... 130. and 131. and Tiedemann. and Van Vickle.. L. Vol. FHWA-RD-74-29. I: Design and Construction. Goldberg. FHWA-SA-93-085. E. Philip E. N. Lateral Support Systems and Underpinning. Report Nos. Regan. Russell. F.Participant’s Manual. 2: Cost Analysis and Systems Evaluation. FHWA-RD-81-10.. 129. Walter E. Volume 1. Vol. Vol. A. FHWARD-83-32. Pierson. FHWARD-76-28 and 29. Donald T. et al. Cut-and-Cover Tunneling.. K. Report No. Wickham.. Drilling and Preparation of Reusable. Daniel.. R. Report No. Volume 2. O. Horizontal Bore Holes in Rock and in Gouge... Report No. et al. B. Volume 1. The Rockfall Hazard Rating System. Vol. Report No. FHWAOR-EG-90-01 TUNNELING Egilsrud. Long Range. Report No. Horizontal Bore Holes in Rock and in Gouge. Cording. Drilling and Preparation of Reusable Long Range. L. Rockfall Hazard Rating System .Rock Slopes Brawner. 1: Construction Methods. Rubin.2: Appendix. Ash. L. A.. J. 4: Concepts for Improved Lateral Support Systems. FHWA-RD-75-128. T.... Prevention and Control of Highway Tunnel Fires. Pierson. Report No. J. Cut-and-Cover Tunneling Techniques. R. Evaluation of Second Eisenhower Tunnel Instrumentation Results. Report No... and Van Vickle.Participants Manual. Jaworski. Vol.. Report Nos. W. FHWA-RD-73-40 and 41.. A. FHWA-SA-93-057. and Gordon. M. Rockfall Hazard Mitigation Methods . E. J. FHWA-RD-75-96. 2: Design Fundamentals. Geotechnical Publications 11 . G. Report Nos. J. Everett. K. Fountain. Alfredo. Report No. Kastman. FHWA-RD-81-110. Gamage. Report No. User’s Manual for Computer Program SPILE: Ultimate Static Capacity for Driven Piles. Russell.. Report No. O. FHWA-RD-81-111. Williams. F. Report No. S.. et al. FHWA-SA-92-045. FHWA-RD-75-80..GENERAL Computer Programs Urzua. et al. D. Detection of Subsurface Cavities by Surface Remote Sensing Techniques... E.. Alfredo. FHWA-RD-77-35. Stanczuk. FHWA-RD-82-049. Data Processing Applied to Site Characterization. Report No. S. Herzig. Stuart S. Lytle. FHWA-RD-81-112. Volume 2. L. R. Volume 3. Aerial Remote Sensing Techniques for Defining Critical Geologic Features Pertinent to Tunnel Location & Design. EMBANK-One Dimensional Compression Due to Embankment Loads User’s Manual. R. R. Alfredo. FHWA-RD-76-72. John. Development of Airborne Electromagnetic Survey Instrumentation and Application to the Search for Buried Sand and Gravel. Jr.. Nathaniel S. User’s Manual for Computer Program CBEAR: Bearing Capacity Analysis of Shallow Foundations.. Urzua... 12 Federal Highway Administration . Remote Sensing Fox. Lacasse. et al. J. Summary Report. et al. et al. Report No.. FHWA-SA-92-044... et al.. Sensing Systems for Measuring Mechanical Properties in Ground Masses.. Report No. R. Russell.. FHWA-SA-94-034. L. Suzanne K. Sensing Systems for Measuring Mechanical Properties in Ground Masses. Urzua.. Report No. Laine.. FHWA-RD-81-109. Volume 4. X. Report No.. Report No. Sensing Systems for Measuring Mechanical Properties in Ground Masses. Report No. Sensing Systems for Measuring Mechanical Properties in Ground Masses.. Volume 1. Lukas. FHWA-TS-80-224. R. Report No. Report No. Report No. DiMillio. G. et al. Schnere. Report Nos. L. R. E. Austars R... and Foott. and Sabatini. Roger. Walkinshaw. etc. Seismic. 2. J. Testing Kyfor. Soils and Foundations Workshop Manual. A Quarter Century of Geotechnical Research.. and Prince. Report No. Volume II: Design Examples.. and Chassie. T.. Sawyer. Report No. J. FHWA/RD-87/110. Earthquake Engineering of Large Underground Structures. FHWA-SA-97-076 and 077. FHWA-RD-94-071. G. No. Baecher. T. Design Guidance: Geotechnical Earthquake Engineering for Highways. M. Risk Analysis. A. Zenon G. Ladd.. Matasovic.B. G. Static Testing of Deep Foundations. Earthquakes.. Report No. John.. Hamou. H. FHWA-SA-95-035.. FHWA/RD-87/111..B. FHWA-HI-88-009. Benoit. TS-77-214. and Baecher.. G. Christopher. Foundation Design of Embankments on Varved Clays. Consla. 57.. National Geotechnical Experimental Sites: Central Data Repository User Manual. and Dumas.. Briaud. FHWA-SA-91-043. T. S. Adams. Geotechnical Engineering Circular No. FHWA-RD-98-139. S. P. Vol. Geotechnical Risk and Reliability: The State of the Art. Geotechnical Publications 13 . Highway Subdrainage Design. M. Report No.. and Miran. Lyle K. P. Report No..J. Workshops. and De Alba. G. Report No. Kavazanjian.. Owen. J. FHWA Metrication Guidelines. Public Roads. Norman and Schall. J. . Report No. Volume I: Design Principal. 3. 1993 Cheney.. National Geotechnical Experimentation Sites.. Geotechnical Risk Analysis: A Users Guide.. A. Moulton. F. Charles C. Report No.Reviews. The Cone Penetrometer Test. FHWA-SA-91-042. Albert F. FHWA-RD-80-195. Roger E. DiMillio. Trott. T.Briaud. Report No. Evaluation of Self-boring Pressuremeter Tests in Boston Blue Clay. H..H. J. and MacKay.. J.. Final Report... Handy. FHWA-RD-77-129. Snyder... B.. et al. et al.. J... FHWA-TS-78-209. J. D. J. Forrest. FHWA-RD-74-68. Engineering and Environmental Aspects of Recycled Materials for Highway Construction. Butler. Fox. M.. and Moldt. FHWA-IP-77-8. and Seals. N. III and Sullivan.. Determination of the In Situ State of Stress of Soil Masses. J. R. C. FHWA-79-501. Report No. Germaine. Bloomquist. FHWA-RD-93-148/ EPA/600/R-93/095. and Roy.. H. and Ledbetter.. Moulton. Diamond. Report No.. Roger K. Erdeley. R. D. D. Report No.. T. FHWA-TS-80-229. FHWA/RD-88/022. Report No. The Pressuremeter Test for Highway Applications. W. Collins. FHWA/RD-81/118. Ferrito. Horace E. Report No. Field Performance of Littercrete (Incinerator Residue) in a Bituminous Base. A. M. Bush. Report No.J. J..... J.. Texas Quick Load Method for Foundation Load Testing. L. M. Report No. Guidelines for Cone Penetration Test. FHWA-RD-80-052.. Waste Utilization Chesner. 14 Federal Highway Administration . R.. L. User Guidelines for Waste and By-Product Materials in Pavement Construction. FHWA-RD-97-148. B. Report No... M. P. FHWA-RD-79-88. Report No. Determination of the In Situ Permeability of Base and Subbase Courses. FHWA-IP-89008.. B. Report No. Huck. H. Determination of Horizontal Stress in Soils. H.. Compilation and Analysis of Cyclic Triaxial Test Data. G. S. Richard R. Dynamic Testing of Slotted Underdrain Pipe. FHWA-RD-93-088. L.. Report No. A Study of the Use of Recycled Paving Materials. J. Oden.. and Tia. G.. B. W. Pincus. Anon. Ladd. Report No. Ruth. Remmes. K.. C. Schmertmann. S. Evaluation of Fused Incinerator Residue as a Paving Material. Report No. FHWA-RD-79-101. The Application of Brown Coal Fly Ash to Road Base Courses. Report No... K. R.. User’s Manual for Sulfate Waste in Road Construction. Teague. et al. J.. P. Technology for use of Incinerator Residue on Highway Construction Material. Report No.. Report No. Report No. Howard J. FHWA-RD-77-71. Patankar. Installation of Incinerator Residue as Base-Course Paving Material in Washington. Evaluation of Sulfate-Bearing Waste Material From Fluidized Bed Combustion of Coals for Soil Stabilization.. and Ledbetter. and Ormsby. FHWA-RD-78-208. et al. H. and Ciesielski. R. Miller.Power Plant Bottom Ash in Black Base and Bituminous Surfacing: State-of-the-Art Report. Pichumani. Majidzadeh. J.. Collins. S. R. FHWA/RD-78/114. James F. Collins. FHWA/RD-78/144. Robert J. Lloyd M.. W.. Lime Treatment of Incinerator Residue for Base Course Construction.. and Kapples.. FHWA-RD-77-136. FHWARD-79-83. and Zimmerman. Guidelines for the Use of Incinerator Residue in Highway Construction. Kamran. Geotechnical Publications 15 . Report No. Report No. J. Report No. B Three Year Results in the Performance of Incinerator Residue in a Bituminous Base. J. FHWA-RD-79-72..Majidzadeh. et al. Users Manual . Meyers. Report No.. D. Bernadette S. DC. FHWA-RD-76-10. Report No. Collins. Report No. Majidzadeh.. Report No.FHWA/RD-77/151.. W.Fly Ash Compositions as Highway Base Course Material: State-of-the-Art and Optimum Use Area Determination. Guidelines for Use of Incinerator Residue as Highway Construction Material. and Larew. et al. Power Plant Bottom Ash in Black Base and Bituminous Surfacing: State-of-the-Art Report. Investigation of the Use of Coal Refuse .. Report No. Report No. Gnaedinger. Gordon. McQuade.Fly Ash as a Construction Material for Highways. Uday. FHWA-RD-78-91. FHWA-RD-77-148. Pachowski. Report No. C. Nebgen. P. Report No.. J. Pavlovich..... Smith.Power Plant Bottom Ash in Black Base -and Bituminous Surfacing. J. E. Executive Summary .FHWA/RD-77/150. R. FHWA-RD-76-11. Lentz.. FHWA-RD-77-72. K. Raymond J. Evaluation of the Economic and Environmental Feasibility of Using Fused and Unfused Incinerator Residue in Highway Construction. H. W. K. Raman. and Rude. and Miller. Location of Mining and Metallurgical Wastes and Mining Industry Trends. FHWA-RD-76-144. D. D. R. R. and Chou. Smith. Pindzola.. Pindzola. The Effect of Gypsum on Lime-Fly Ash Compositions: Literature Review and Annotated Bibliography. Ross. H. C. Report No. Kawam. Large Scale Continuous Production of Fused Aggregates from Incinerator Residue. 1. Smith. Kawam. Report No. Report No.. FHWA-RD-76-143.. and Kawam.Haynes. Annotated Bibliography. Classification and Technical and Environmental Analysis. H.. Report No. III. A... Smith. J. FHWA-PD-75-38. Use of Waste Sulfate for Remedial Treatment of Soils. R. A. W. J. Report No. FHWA-RD-76-107. Report No. R. and Miller.. FHWA-RD-76-108. Technology for the Use of Incinerator Residue as Highway Material-Identification of Incinerator Practices and Residue Sources. FHWA/RD-74/23. J. Report No. Pindzola. Collins. D. R. Availability of Mining Wastes and Their Potential for Use as Highway Material Vol. Nebgen. FHWA/RD-76/115. FHWA-RD-76-31. J.. FHWA/RD-76/12. Report No. Larew. M. and Collins. R. Report No. Technology for Using Sulfate Waste in Highway Construction. G. Availability of Mining Wastes and Their Potential for Use as Highway Material Vol.. Report No. FHWA-RD-76-84. et al. M. Incinerator Residue in Bituminous Base Construction.. Collins. W. H. Availability of Mining Wastes and Their Potential for Use as Highway Material Vol. L. H. M. Feasibility of Using Sewage Sludge in Highway Embankment Construction... Collins. A. and Ledbetter. 16 Federal Highway Administration . FHWA-RD-76-106. J.. Use of Waste Sulfate for Remedial Treatment of Soils Volume II: Appendixes.. L. Report No. FHWA/ RD-75/81. J... J. R. W.. J. II. L. Report No.. and Miller. R. Synthetic Aggregate from Incinerator Residue by a Continuous Fusion Process.. et al. B. L.. Nebgen.. et al. Federal Highway Administrations publications can be ordered through the FHWA R&T Report Center in Lanham.dot. Maryland. Department of Transportation.U. R&T Report Center 9701 Philadelphia Court Unit Q Lanham. MD 20706 Phone: (301) 577-0818 Fax: (301) 577-1421 Email: [email protected] .S. gov/ .Federal Highway Administration Office of Infrastructure R&D Geotechnical Research Team. USA 22101-2296 Phone: Fax: Website: 202-493-3035 202-493-3477 www. HRDI-08 6300 Georgetown Pike. Virginia. McLean.TFHRC.