Genuine and false pre-consolidation and yield pressures

Laurence D Wesley

doi:10.1051/e3sconf/20199205001

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 05001

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		05001
Number of page(s)		6
Section		Geomaterial Behaviour: Compressibility and Time-dependency
DOI		https://doi.org/10.1051/e3sconf/20199205001
Published online		25 June 2019

N. Janbu, Sediment deformation. Bulleting 35,Norwegian University of Science and Technology, Trondheim, Norway, (1998) [Google Scholar]
G. Gilboy, The compressibility of sand-mica mixtures.Proc. American Society of Civil Engineers, 54, pp 555-568. (1928) [Google Scholar]
K. Terzaghi, R.B. Peck, Soil Mechanics in EngineeringPractice, 2nd Edition, pp 67-68. John Wiley, New York (1943) [Google Scholar]
D.W. Taylor, Soil Mechanics. pp217-218. JohnWiley, New York (1943) [Google Scholar]
L.D. Wesley, B.A. Richards, Preloading and wicktreatment of a very soft clay site at Prai, Malaysia.Proc. Fifth Int. Geot. Seminar Case Histories in SoftClay, Singapore (1987) [Google Scholar]
L.D. Wesley, Discussion on paper: Influence of in situfactors on dynamic response of Piedmont residual soils. ASCE Journal of Geotechnical and Geoenvironmental Engineering. Vol 126, No 4, 384-385 (2000) [CrossRef] [Google Scholar]
L.D. Wesley Geotechnical characteristics of a pumicesand. Proc. Characterisation and Eng. Props. of Natural Soils. Singapore. Vol. 4 pp 2449-2473. Taylor and Francis. (2007) [Google Scholar]
A.F.L. Hyde and Y, Nakata, Yield and SoilCrushability Proc. Int. Workshop on SoilCrushability, Ube, Japan, pp 1-18. (1999) [Google Scholar]
M. Dobie, On the Pre-consolidation Pressure:Experience Based on Testing the Holocene MarineClay of Peninsula Malaysia. Geot. Eng. Journal of theSEAGS & AGSSEA Vol. 47 No. 4 (2016) [Google Scholar]

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[1] N. Janbu, Sediment deformation. Bulleting 35,Norwegian University of Science and Technology, Trondheim, Norway, (1998) [Google Scholar]

[2] G. Gilboy, The compressibility of sand-mica mixtures.Proc. American Society of Civil Engineers, 54, pp 555-568. (1928) [Google Scholar]

[3] K. Terzaghi, R.B. Peck, Soil Mechanics in EngineeringPractice, 2nd Edition, pp 67-68. John Wiley, New York (1943) [Google Scholar]

[4] D.W. Taylor, Soil Mechanics. pp217-218. JohnWiley, New York (1943) [Google Scholar]

[5] L.D. Wesley, B.A. Richards, Preloading and wicktreatment of a very soft clay site at Prai, Malaysia.Proc. Fifth Int. Geot. Seminar Case Histories in SoftClay, Singapore (1987) [Google Scholar]

[6] L.D. Wesley, Discussion on paper: Influence of in situfactors on dynamic response of Piedmont residual soils. ASCE Journal of Geotechnical and Geoenvironmental Engineering. Vol 126, No 4, 384-385 (2000) [CrossRef] [Google Scholar]

[7] L.D. Wesley Geotechnical characteristics of a pumicesand. Proc. Characterisation and Eng. Props. of Natural Soils. Singapore. Vol. 4 pp 2449-2473. Taylor and Francis. (2007) [Google Scholar]

[8] A.F.L. Hyde and Y, Nakata, Yield and SoilCrushability Proc. Int. Workshop on SoilCrushability, Ube, Japan, pp 1-18. (1999) [Google Scholar]

[9] M. Dobie, On the Pre-consolidation Pressure:Experience Based on Testing the Holocene MarineClay of Peninsula Malaysia. Geot. Eng. Journal of theSEAGS & AGSSEA Vol. 47 No. 4 (2016) [Google Scholar]