Influence of Strain History on Postliquefaction Deformation Characteristics of Sands-Reference-Cited by-同舟云学术

Influence of Strain History on Postliquefaction Deformation Characteristics of Sands

Published:2014-03 Issue:3 Volume:140 Page:04013019
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sivathayalan S.¹,Yazdi A. Mehrabi²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., 3432 Mackenzie Building, 1125 Colonel By Drive, Ottawa, ON, Canada K1S 5B6 (corresponding author).

2. Lecturer, Baha'i Institute for Higher Education (BIHE), 1458994755 Tehran, Iran; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Carleton Univ., 1125 Colonel By Drive, Ottawa, ON, Canada K1S 5B6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001037

Reference43 articles.

1. An evaluation of direct simple shear tests on clay

2. A Hollow Cylinder Torsional Simple Shear Apparatus Capable of a Wide Range of Shear Strain Measurement

3. Induced anisotropy in a sand

4. ASTM. (2001a). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” D4253-00 Philadelphia.

5. ASTM. (2001b). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” D4254-00 Philadelphia.

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