Volume 6 – Geotechnical Manual, Site Investigation and Engineering ...

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Chapter 3 IN-SITU GEOTECHNICAL TESTING [31] Marchetti, S. (1980). “In-situ tests by flat dilatometer”, Journal of the Geotechnical Engineering Division (ASCE), Vol. 107 (3), 832-837. [32] Marchetti, S. (1997). "The flat dilatometer: design applications", Proceedings, Third International Geotechnical Engineering Conference, Cairo University, Egypt, 1-25. [33] Marcuson, W.F. and Bieganousky, W.A. (1977). "SPT and relative density in coarse sands", Journal of the Geotechnical Engineering Division (ASCE), Vol. 103 (GT11), 1295-1309. [34] Mayne, P. W., and Mitchell, J. K. (1988). "Profiling of overconsolidation ratio in clays by field vane." Canadian Geotechnical Journal, Vol. 25 (1), 150-158. [35] Mayne, P.W., Kulhawy, F.H., and Kay, J.N. (1990). “Observations on the development of pore water pressures during piezocone tests in clays”. Canadian Geotechnical Journal, Vol. 27 (4), 418-428. [36] Mayne, P.W. and Kulhawy, F.H. (1990). “Direct & indirect determinations of in-situ K0 in clays.” Transportation Research Record 1278, National Academy Press, Washington, D.C., 141-149. [37] Mayne, P.W. (1991). “Determination of OCR in clays by piezocone tests using cavity expansion and Mayne, P.W. and Rix, G.J. (1993). "Gmax-qc relationships for clays", ASTM Geotechnical Testing Journal, Vol. 16 (1), 54-60. [38] critical state concepts.” Soils and Foundations, Vol. 31 (2), 65-76. [39] Mayne, P.W., Mitchell, J.K., Auxt, J., and Yilmaz, R. (1995). “U.S. national report on the CPT”. Proceedings, International Symposium on Cone Penetration Testing (CPT’95), Vol. 1, Swedish Geotechnical Society, Linköping, 263-276. [40] Mayne, P.W. (1995). “Profiling yield stresses in clays by in-situ tests”. Transportation Research Record 1479, National Academy Press, Washington, D.C., 43-50. [41] Mayne, P.W. (1995). “CPT determination of OCR and Ko in clean quartz sands”. Proceedings, CPT’95, Vol. 2, Swedish Geotechnical Society, Linkoping, 215-220. [42] Mayne, P.W., Robertson, P.K., and Lunne, T. (1998). “Clay stress history evaluated from seismic piezocone tests”. Geotechnical Site Characterization, Vol. 2, Balkema, Rotterdam, 1113-1118. [43] Mayne, P.W. and Martin, G.K. (1998). “Commentary on Marchetti flat dilatometer correlations in soils.” ASTM Geotechnical Testing Journal, Vol. 21 (3), 222-239. [44] Mayne, P.W., Schneider, J.A., and Martin, G.K. (1999). "Small- and large-strain soil properties from seismic flat dilatometer tests", Pre-Failure Deformation Characteristics of Geomaterials, Vol. 1 (Torino), Balkema, Rotterdam, 419-426. [45] Mayne, P.W. (2001). “Stress-strain-strength-flow parameters from enhanced in-situ tests”, Proceedings, International Conference on In-Situ Measurement of Soil Properties & Case Histories (In-Situ 2001), Bali, Indonesia, 47-69. [46] Parez, L. and Faureil, R. (1988). “Le piézocône. Améliorations apportées à la reconnaissance de sols”. Revue Française de Géotech, Vol. 44, 13-27. 3-26 March 2009
Chapter 3 IN-SITU GEOTECHNICAL TESTING [47] Rehm, B.W., Stolzenburg, T. R., and Nichols, D. G. (1985). “Field measurement methods for hydrogeologic investigations: a critical review of the literature.” EPRI Report No. EA-4301, Electric Power Research Institute, Palo Alto, CA. [48] Robertson, P.K. and Campanella, R.G. (1983). “Interpretation of cone penetration tests: Part I - sands; Part II - clays”. Canadian Geotechnical Journal, Vol. 20 (4), 719-745. [49] Robertson, P.K., Campanella, R.G., and Wightman, A. (1983). “SPT-CPT correlations”, Journal of the Geotechnical Engineering Division (ASCE), Vol. 109 (11), 1449-1459. [50] Robertson, P.K. (1986). “In-situ testing and its application to foundation engineering”, Canadian Geotechnical Journal, Vol. 23 (4), 573-584. [51] Robertson, P.K., Campanella, R.G., Gillespie, D., and Grieg, J. (1986). “Use of piezometer cone data”. Use of In-Situ Tests in Geotechnical Engineering, GSP No. 6, ASCE, New York, 1263- 1280. [52] Robertson, P.K., Campanella, R.G., Gillespie, D., and Rice, A. (1986). “Seismic CPT to measure in-situ shear wave velocity”. Journal of Geotechnical Engineering 112 (8), 71-803. [53] Robertson, P.K., Campanella, R.G., Gillespie, D. and By, T. (1988). “Excess pore pressures and the flat dilatometer test”, Penetration Testing 1988, Vol. 1, Balkema, Rotterdam, 567-576. [54] Robertson, P.K. (1990). “Soil classification using the cone penetration test”. Canadian Geotechnical Journal, Vol. 27 (1), 151-158. [55] Santamarina, J.C., Klein, K. and Fam, M.A. (2001). Soils and Waves, Particulate Materials Behavior, Characterization, & Process Monitoring, John Wiley & Sons, Ltd., New York, 488 p. [56] Schmertmann, J.H. (1986). “Suggested method for performing the flat dilatometer test”, ASTM Geotechnical Testing Journal, Vol. 9 (2), 93-101. [57] Skempton, A.W. (1986). “SPT procedures and the effects in sands of overburden pressure, relative density, particle size, aging, and overconsolidation”. Geotechnique, Vol. 36, No. 3, 425-447. [58] Stokoe, K. H., and Woods, R. D. (1972). "In-situ shear wave velocity by cross-hole method." Journal of the. Soil Mechanics &.Foundations Division, ASCE, 98 (5), 443-460. [59] Stokoe, K. H., and Hoar, R. J. (1978). "Variables affecting in-situ seismic measurement." Proceedings, Earthquake Engineering and Soil Dynamics, ASCE, Pasadena, Ca, 919-938. [60] Tanaka, H. and Tanaka, M. (1998). "Characterization of sandy soils using CPT and DMT", Soils and Foundations, Vol. 38 (3), 55-67 [61] Tatsuoka, F. and Shibuya, S. (1992). “Deformation characteristics of soils & rocks from field & lab tests.” Report of the Institute of Industrial Science 37 (1), Serial No. 235, University of Tokyo, 136 p. [62] Tavenas, F., LeBlond, P., Jean, P., and Leroueil, S. (1983). “The permeability of natural soft clays: Parts I and II”, Canadian Geotechnical Journal, Vol. 20 (4), 629-660. March 2009 3-27
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GOVERNMENT OF MALAYSIA DEPARTMENT O
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DID MANUAL Volume 6 Foreword The fi
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DID MANUAL Volume 6 List of Volumes
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DID MANUAL Volume 6 Registration of
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DID MANUAL Volume 6 List of Symbols
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CHAPTER 1 GENERAL
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Chapter 1 GENERAL (This page is int
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Chapter 1 GENERAL (This page is int
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Chapter 2 GEOTECHNICAL DESIGN PROCE
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CHAPTER 3 FUNDAMENTAL PRINCIPLES
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Chapter 4 SOIL SETTLEMENT Table of
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CHAPTER 7 RETAINING WALL
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DID MANUAL Volume 6 Acknowledgement
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DID MANUAL Volume 6 Table of Conten
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PART 2: SOIL INVESTIGATION
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DID MANUAL Volume 6 Acknowledgement
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PART 3: ENGINEERING SURVEY
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Chapter 1 GEOMATICS AND LAND SURVEY
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CHAPTER 2 MAP PROJECTION
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CHAPTER 3 TYPES OF SURVEY
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CHAPTER 6 CHECKLIST FOR TERRAIN FEA
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