Determination of Parameter in SYS Cam-Clay Model of Ultra-Soft Clay

Bin Bin Xu; Toshihiro Noda

doi:10.4028/www.scientific.net/AMM.744-746.470

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Determination of Parameter in SYS Cam-Clay Model...

Determination of Parameter in SYS Cam-Clay Model of Ultra-Soft Clay

Abstract:

Parameter analyses in the constitutive model determine the precision of numerical results. Cam-clay model is the first elasto-plastic model in the world and widely used in the practical engineering. SYS Cam-clay model is proposed based on Cam-clay model by incorporating the concept of overconsolidation, soil structure and anisotropy. There are two groups of parameters in this model, elasto-plastic parameters that are exactly same as those in Cam-clay model and evolutional parameters that decide the variation of overconsolidation, soil structure and anisotropy. The detailed process to determine the parameters is introduced step by step.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

470-473

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.470

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Online since:

March 2015

Authors:

Bin Bin Xu*, Toshihiro Noda

Keywords:

Cam–Clay Model, Curve Fitting, Soil Parameters, SYS Cam-Clay Model

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References

[1] K.H. Roscoe, A.N. Schofield and C.P. Wroth: Geotechnique Vol. 8 (1958), pp.22-53.

Google Scholar

[2] K.H. Roscoe, A.N. Schofield and A. Thurairajah: Geotechnique Vol. 13 (1963), pp.211-240.

Google Scholar

[3] A. Asaoka, M. Nakano and T. Noda: Soils and Foundations Vol. 2 No. 40 (2000), pp.99-110.

Google Scholar

[4] A. Asaoka, T. Noda, E. Yamada, K. Kaneda and M. Nakano: Soils and Foundations Vol. 42 No. 5 (2002) pp.47-57.

DOI: 10.3208/sandf.42.5_47

Google Scholar

[5] L.H. Chen and Z.Y. Chen: Rock and Soil Mechanics Vol. 24 No. 2 (2003), pp.229-232.

Google Scholar

[6] J.F. Chen, H. Sun, Z.M. Shi: Journal of Tongji University Vol. 31 No. 5 (2003), pp.544-548.

Google Scholar

[7] B.C. Zhou, J.T. Wang and X.D. Wang: Journal of Wuhan University of Technology Vol. 29 No. 3 (2007), pp.103-107.

Google Scholar

[8] A.W. Skempton and O.T. Jones: Quarterly Journal of the Geological Society, Vol. 100 (1944), pp.119-135.

Google Scholar

[9] K. Terzaghi and R.B. Peck: Soil Mechanics in Engineering Practice (1st)[M] (John Wiley & Sons New York 1948).

Google Scholar

[10] A.S. Azzouz, R.J. Krizek and R.B. Corotis: Soils and Foundations Vol. 16 No. 2 (1976), pp.19-29.

Google Scholar

[11] A. Nakase, T. Xamei and O. Kusakabe: Journal of Geotechnical Engineering Vol. 114 No. 7 (1988), pp.844-858.

Google Scholar