Failure Prediction of Normally Consolidated Clays Using Stress Paths of Consolidated Undrained Tests

Author:

Kim Jong1,Zhumabekov Galym1,Bakhtiyarov Dias1,Saliyev Dilmurat1

Affiliation:

1. Nazarbayev University

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference7 articles.

1. ASTM D4767-11 (2011). Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils. ASTM International, West Conshohocken, PA.

2. Balasbramanium, A. S. and Brenner, E. W. (1981), Consolidation and settlement of soft clay, Soft Clay Engineering, Elsevier, p.479~566.

3. Duncan, J. M. and Chang, C. Y. (1970), Nonlinear analysis of stress and strain in soil, J. Geotech. Engineering, ASCE, Vol. 96, No. SM5, p.1629~1653.

4. Lambe, T. W. (1964), Methods of estimating settlement, J. of Soil Mech. and Foundation Division, ASCE Vol. 90, No. SM5, pp.47-74.

5. Leroueil, S., Magna, J. and Tavenas, F. (1990), Embankment on Soft Clays, Ellis Horwood.

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