Instability of Loose Sand under Drained Conditions

Author:

Chu J.1234,Leong W. K.1234,Loke W. L.1234,Wanatowski D.1234

Affiliation:

1. Professor and James M. Hoover Chair in Geotechnical Engineering, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 328 Town Engineering Building, Ames, IA 50011; formerly, Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Blk N1, Singapore 639798 (corresponding author).

2. Senior Geotechnical Engineer, Arup Singapore Pte Ltd., Singapore 089315.

3. Geotechnical/Structural Engineer, Falconer Bryan Pte Ltd., Singapore 079903.

4. Lecturer, Nottingham Centre for Geomechanics, Faculty of Engineering, Univ. of Nottingham, Nottingham, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference48 articles.

1. Collapse of Saturated Soil Due to Reduction in Confinement

2. A predictive framework for liquefaction instability

3. A state parameter for sands

4. The stability of tips and spoil heaps

5. Brand E. W. (1981). “Some thoughts on rain-induced slope failures.” Proc. 10th Int. Conf. on Soil Mechanics and Foundation Engineering 3 Balkema Rotterdam The Netherlands 373–376.

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