Residual and Postliquefaction Strength of a Liquefiable Sand

Author:

Dewoolkar Mandar1,Hargy Jay2,Anderson Ian3,Alba Pedro de4,Olson Scott M.5

Affiliation:

1. Associate Professor, Univ. of Vermont, Burlington, VA 05405 (corresponding author).

2. Pavement Systems Engineer, New Hampshire Dept. of Transportation, Concord, NH 03302; formerly, Graduate Student, Univ. of New Hampshire, Durham, NH 03824.

3. Graduate Student, Univ. of Vermont, Burlington, VA 05405.

4. Deceased; formerly, Professor, Univ. of New Hampshire, Durham, NH 03824.

5. Associate Professor, Univ. of Illinois, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference61 articles.

1. Spatial variation of void ratio and shear band thickness in sand using X-ray computed tomography

2. Anderson I. Dewoolkar M. M. Hargy J. and de Alba P. (2014). “Measurement of post-earthquake strength of liquefiable soils in centrifuge models.” ICPMG2014—Physical Modelling in Geotechnics: Proc. 8th Int. Conf. on Physical Modelling in Geotechnics 2014 (ICPMG2014) C. Gaudin and D. White Jr. eds. CRC Press 1289–1294.

3. Residual Strength and Large-Deformation Potential of Loose Silty Sands

4. A state parameter for sands

5. Biarez I. Boucraut L. M. and Negre R. (1965). “Limiting equilibrium of vertical barriers subjected to translation and rotation forces.” Proc. 6th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. II University of Toronto Press ON Canada 368–372.

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