Undrained creep behavior of a compacted clay under low confining pressure

Author:

Pei Qiu-yang,Zou Wei-lie,Han Zhong,Wang Xie-qun,Fan Ke-wei

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Aerospace Engineering,General Materials Science,General Chemical Engineering

Reference57 articles.

1. Al-Homoud, A.S., Khoury, H., Al-Omari, Y.A.: Mineralogical and engineering properties of problematic expansive clayey beds causing landslides. Bull. Int. Assoc. Eng. Geol. 54(1), 13–31 (1996)

2. Arulanandan, K., Shen, C.K., Young, R.B.: Undrained creep behaviour of a coastal organic silty clay. Geotechnique 21(4), 359–375 (1971)

3. ASTM: Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils, D4767-95. American Society for Testing and Materials, West Conshohocken, PA (2010)

4. ASTM: Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer, D854-14. American Society for Testing and Materials, West Conshohocken, PA (2014)

5. ASTM: Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, D4318-17e1 American Society for Testing and Materials, West Conshohocken, PA (2017a)

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