Effect of Partial Drainage on Cyclic Strengths of Saturated Sands in Dynamic Centrifuge Tests-Reference-Cited by-同舟云学术

Effect of Partial Drainage on Cyclic Strengths of Saturated Sands in Dynamic Centrifuge Tests

Published:2019-11 Issue:11 Volume:145 Page:04019089
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Darby Kathleen M.¹^ORCID,Boulanger Ross W.²,DeJong Jason T.²

Affiliation:

1. Senior Staff Engineer, Geosyntec Consultants, 1111 Broadway, 6th Floor, Oakland, CA 94607 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

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.1943-5606.0002085

Reference30 articles.

1. Centrifuge and Large-Scale Modeling of Seismic Pore Pressures in Sands: Cyclic Strain Interpretation

2. Shear Modulus and Cyclic Undrained Behavior of Sands

3. Arulanandan K. and J. Sybico Jr. 1992. “Post-liquefaction settlement of sand.” In Proc. Wroth Memorial Symp. Oxford UK: Oxford Univ.

4. Balakrishnan A. 2000. “Liquefaction remediation at a bridge site.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California.

5. CPT-Based Liquefaction Triggering Procedure

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