16References
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16References

Course Number: ETD 12212001, Fall 2009

College/University: Virginia Tech

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REFERENCES Adalier, K., Elgamal, A-W., and Martin, G. R. (1998). "Foundation Liquefaction Countermeasures for Earth Embankments", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124(6), 500-517. Anderson, R. D. (1974). "New Method for Deep Sand Vibratory Compaction", Journal of the Construction Division, ASCE, 100(CO1), 79-95. Baez, J. I. and Martin, G. R. (1992b)....

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K., REFERENCES Adalier, Elgamal, A-W., and Martin, G. R. (1998). "Foundation Liquefaction Countermeasures for Earth Embankments", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124(6), 500-517. Anderson, R. D. (1974). "New Method for Deep Sand Vibratory Compaction", Journal of the Construction Division, ASCE, 100(CO1), 79-95. Baez, J. I. and Martin, G. R. (1992b). "Liquefaction Observations during Installation of Stone Columns using the Vibro-Replacement Technique", Geotechnical News, 10(3), 41-44. Baez, J. I. and Martin, G. R. (1992b). "Quantitative Evaluation of Stone Column Techniques for Earthquake Liquefaction Mitigation", Proceedings of the 10th World Conference on Earthquake Engineering, 1477-1483. Baez, J. I. and Martin, G. R. (1993). "Advances in the Design of Vibro Systems for the Improvement of Liquefaction Resistance", Proceedings of the 7th Annual Symposium of Ground Improvement, 1-16. Baez, J. I. and Martin, G. R. (1994). "Advances in the Design of Vibro Systems for the Improvement of Liquefaction Resistance", The 2nd Seismic Short Course on Evaluation and Mitigation of Earthquake Induced Liquefaction Hazards, Division of Engineering San Francisco State University and Department of Civil Engineering University of Southern California, 1-16. Barksdale, R. D. and Bachus, R. C. (1983). "Design and Construction of Stone Columns", Report No. FHWA/RD-83/026, U. S. Department of Transportation, Federal Highway Administration, Washington, D. C., 194pp. Blake, T. F. (1996). Personal Communication. (as cited in Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Finn, W. D. L., Harder, L. F., Hynes, M. E., Ishihara, K., Koester, J. P., Liao, S. S. C., Marcuson, W. F., Martin, G. R., Mitchell, J. K., Moriwaki, Y., Power, M. S., Robertson, P. K., Seed, R. B., and Stokoe, K. H. (2001). "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(10), 817-833). Broms, B. B. (1991). "Deep Compaction of Granular Soils", Foundation Engineering Handbook, Winterkorn, H. F. and Fang, H-Y, eds., 2nd edition, Van Nostrand Reinhold, New York, New York, 814-832. 253 Brown, R. E. (1977). "Vibroflotation Compaction of Cohesionless Soils", Journal of Geotechnical Engineering Division, ASCE, 103(GT12), 1437-1450. Brown, R. E. and Glenn, A. J. (1976). "Vibroflotation and Terra-Probe Comparison", Journal of Geotechnical Engineering Division, ASCE, 102(GT10), 1059-1072. Byrne, P. (1991). "A Cyclic Shear-Volume Coupling and Pore-Pressure Model for Sand", Proceedings of the 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering, Paper No. 1.24, 47-55. Coduto, D. P. (2001). 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(1994). "Principles of Geotechnical Engineering", 3rd edition, PWS Publishing, Co., Boston, Massachusetts, 672pp. De Alba, P., Chan, C. K., and Seed, H. B. (1975). "Determination of Soil Liquefaction Characteristics by Large-Scale Laboratory Tests", Report No. EERC 75-14, Earthquake Engineering Research Center, University of California, Berkeley, California, 153pp. Dobry, R. and Abdoun, T. (1998). "Post-Triggering Response of Liquefied Sand in the Free Field and Near Foundations", Proceedings of Geotechnical Earthquake Engineering and Soil Dynamics III, Dakoulas, P., Yegian, M., and Holtz, B., eds., Geotechnical Special Publication No. 75, ASCE, 1, 270-300. Duncan, J. M. (2001). "CEE 5564: Seepage and Earth Structure", Course Notes, Spring 2001, Virginia Tech, Blacksburg, Virginia. 254 Duncan, J. M., Byrne, P., Wong, K. S., and Mabry, P. (1980). "Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analyses of Stresses and Movements in Soil Masses", Report No. UCB/GT/80-01, Department of Civil Engineering, University of California, Berkeley, California, 70pp. Finn, W. D. L., Martin, G. R., and Lee, K. W. (1977). "An Effective Stress Model for Liquefaction", Journal of Geotechnical Engineering Division, ASCE, 103(6), 517-533. FLAC User's Manual version 4.0. (2000). Itasca Consulting Group, Inc., Minneapolis, Minnesota. Fox, N. S. and Cowell, M. J. (1998). "Geopier Foundation and Soil Reinforcement Manual", Geopier Foundation Company, Inc., Scottsdale, Arizona, 115pp. Fox, N. S. and Edil, T. B. (2000a). "Case Histories of Rammed Aggregate Pier Soil Reinforcement Construction over Peat and Highly Organic Soils", Proceedings of the Soft Ground Technology, 146-157. Fox, N. S. and Edil, T. B. (2000b). "Case Histories of Rammed Aggregate Pier Soil Reinforcement Construction over Peat and Highly Organic Soils", Technical Paper, No. 1, Geopier Foundation, Co., Inc., Scottsdale, Arizona, 11pp. Fox, N. S. and Lawton, E. C. (1993). "Short Aggregate Piers and Method and Apparatus for Producing Same", U. S. Patent No. 5,249,892 issued on 5 October 1993. Gaul, A. J. (2001). "Embankment Foundation Reinforcement using Rammed Aggregate Piers in Iowa Soils", MS thesis, Department of Civil and Environmental Engineering, Iowa State University, Ames, Iowa, 154 pp. Goughnour, R. R. and Pestana, J. M. (1998). "Mechanical Behavior of Stone Columns under Seismic Loading", Proceedings of the 2th International Conference on Ground Improvement Techniques, 157-162. Goughnour, R. R. and Jones, J. S. (1989). "Design and Construction of Stone Column Reinforced Cofferdams", Proceedings of the Foundation Engineering: Current Principles and Practices Congress, Kulhawy, F. H., ed., ASCE, 1, 231-243. Handy, R. L. (2001). "Does Lateral Stress Really Influence Settlement?", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(7), 623-626. Handy, R. L., Fox, N. S., and Wissmann, K. J. (1999). "Short Aggregate Piers Reinforce Soils near Tunnels", Proceedings of the 3rd National Conference on Geo-engineering for Underground, 1039-1047. Hayward Baker (1996). "Ground Modification Seminar Notes", Hayward Baker, Odenton, Maryland, 102pp. 255 Holeyman, A. E. (1997). "An Earthquake Engineering Approach to Vibrocompaction", Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering, 3, 1603-1608. Hsu, C-L. (2000). "Uplift Capacity of Geopier Foundations", MS thesis, Department of Civil and Environmental Engineering, University of Utah, Salt Lake City, Utah, 172 pp. Idriss, I. M. (1990). "Response of Soft Soil Sites during Earthquakes", Proceedings of H. Bolton Seed Memorial Symposium, Duncan, J. M., ed., 2, 272-290. Idriss, I. M. (1991). "Earthquake Ground Motions at Soft Soil Sites", Proceedings of the 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 3, 2265-2271. Idriss, I. M. and Sun, J. I. (1992). "SHAKE91: A Computer Program for Conducting Equivalent Linear Seismic Response Analyses of Horizontally Layered Soil Deposits", University of California, Davis, California, 13pp. Janbu, N. (1963). "Soil Compressibility as Determined by Oedometer and Triaxial Tests", Problems of Settlements and Compressibility of Soils: Proceedings of European Conference on Soil Mechanics and Foundation Engineering, 1, 19-25. Kayen, R. E., Mitchell, J. K., Seed, R. B., Lodge, A., Nishio, S., and Coutinho, R. (1992). "Evaluation of SPT-, CPT-, and Shear Wave-Based Methods for Liquefaction Potential Assessment using Loma Prieta Data", Proceedings of the 4th Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, Hamada, M. and O'Rourke, T. D., eds., 1, 177-204. Kramer, S. L. (1996). "Geotechnical Earthquake Engineering", Prentice-Hall, Inc., Upper Saddle River, New Jersey, 653pp. Kuhlemeyer, R. L. and Lysmer, J. (1973). "Finite Element Method Accuracy for Wave Propagation Problems", Journal of Soil Mechanics & Foundations Division, ASCE, 99(SM5), 421-427. Lawton, E. C. (1999). "Performance of Geopier Foundations during Simulated Seismic Tests at South Temple Bridge on Interstate 15, Salt Lake City, Utah", Interim Report, Report No. UUCVEEN 99-06, University of Utah, Salt Lake City, Utah, 36pp. Lawton, E. C. (2000). "Performance of Geopier Reinforced Soil Foundations during Simulated Seismic Tests on I-15 Bridge Bents", Transportation Research Record 1736, Paper No. 001307, 3-11. 256 Lawton, E. C. and Fox, N. S. (1994). "Settlement of Structures Supported on Marginal or Inadequate Soils Stiffened with Short Aggregate Piers", Vertical and Horizontal Deformations of Foundations and Embankments, Yeung, A. T. and Felio, G. Y., eds., Geotechnical Special Publication No. 40, ASCE, 2, 962-974. Lawton, E. C. and Merry, S. M. (2000). "Performance of Geopier-Supported Foundations during Simulated Seismic Tests on Northbound Interstate 15 Bridge over South Temple, Salt Lake City, Utah", Final Report, Report No. UUCVEEN 00-03, University of Utah, Salt Lake City, Utah, 73pp. Lawton, E. C., Fox, N. S., and Handy, R. L. (1994a). "Control of Settlement and Uplift of Structures using Short Aggregate Piers", In-Situ Deep Soil Improvement, Rollins, K. M., ed., Special Geotechnical Publication No. 45, ASCE, 121-132. Lawton, E. C., Fox, N. S., and Handy, R. L. (1994b). "Short Aggregate Piers Defeat Poor Soils", Civil Engineering, ASCE, 64(12), 52-55. Liao, S. S. C. and Whitman, R. V. (1986a). "Catalogue of Liquefaction and Non-liquefaction Occurrences during Earthquakes", Research Report, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts. (as cited in Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Finn, W. D. L., Harder, L. F., Hynes, M. E., Ishihara, K., Koester, J. P., Liao, S. S. C., Marcuson, W. F., Martin, G. R., Mitchell, J. K., Moriwaki, Y., Power, M. S., Robertson, P. K., Seed, R. B., and Stokoe, K. H. (2001). "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(10), 817-833) Liao, S. S. C. and Whitman, R. V. (1986b). "Overburden Correction Factors for SPT in Sand", Journal of Geotechnical Engineering Division, ASCE, 112(3), 373-377. Lien, B. H. and Fox, N. S. (2001). "Case Histories of Geopier Soil Reinforcement for Transportation Applications", Proceedings of 2001 Symposium on Soft Ground Improvement and Geosynthetic Applications, Asian Institute of Technology, Bangkok, Thailand. Liu, L. and Dobry, R. (1997). "Seismic Response of Shallow Foundation on Liquefiable Sand", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(6), 557-567. Lopez, R. A. and Hayden, R. F. (1992). "The Use of Vibro Systems in Seismic Design", Grouting, Soil Improvement and Geosynthetics, Borden, R. H., Holtz, R. D., and Juran, I., eds., Geotechnical Special Publication No. 30, ASCE, 2, 1433-1445. Lysmer, J. and Kuhlemeyer, R. L. (1969). "Finite Dynamic Model for Infinite Media", Journal of Engineering Mechanics Division, ASCE, 95(EM4), 859-877. Marcuson, W. F., Hynes, M. E., and Franklin, A. G. (1990). 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M., and FitzPatrick, B. T. (2001a). "Geopier Uplift Resistance", Technical Bulletin, No. 3, Geopier Foundation, Co., Inc., Scottsdale, Arizona, 10pp. Wissmann, K. J. and Fox, N. S. (2000). "Design and Analysis of Short Aggregate Piers Used to Reinforce Soil for Foundation Support." Proceedings of Darmstadt Technical University Colloquium, Darmstadt, Germany. Wissmann, K. J. and Fox, N. S. (2001). "Design and Analysis of Short Aggregate Piers Used to Reinforce Soil for Foundation Support", Technical Paper, No. 2, Geopier Foundation, Co., Inc., Scottsdale, Arizona, 11pp. Wissmann, K. J., Fox, N. S, and Martin, J. P. (2000). "Rammed Aggregate Piers Defeat 75-foot Long Driven Piles", Performance Confirmation of Constructed Geotechnical Facilities, Geotechnical Special Publication No. 94, ASCE, 198-210. Wissmann, K. J., Lawton, E. C., and Farrell, T. M. (1999). 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"Geologic Effects Liquefaction and Associated Ground Failure", Proceedings of the Geologic and Hydrologic Hazards Training Program, Open-File Report 84760, U. S. Geological Survey, Menlo Park, CA, 210-232. 260 Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, R., Finn, W. D. L., Harder, L. F., Hynes, M. E., Ishihara, K., Koester, J. P., Liao, S. S. C., Marcuson, W. F., Martin, G. R., Mitchell, J. K., Moriwaki, Y., Power, M. S., Robertson, P. K., Seed, R. B., and Stokoe, K. H. (2001). "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(10), 817-833. 261
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