Progressive Changes in Liquefaction and Cone Penetration Resistance across Multiple Shaking Events in Centrifuge Tests-Reference-Cited by-同舟云学术

Progressive Changes in Liquefaction and Cone Penetration Resistance across Multiple Shaking Events in Centrifuge Tests

Published:2019-03 Issue:3 Volume:145 Page:04018112
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,Boulanger Ross W.²,DeJong Jason T.²,Bronner Jaclyn D.³

Affiliation:

1. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author).

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

3. Staff Geotechnical Engineer, GeoEngineers, Inc., 17425 NE Union Hill Rd., Suite 250, Redmond, WA 98052.

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.1943-5606.0001995

Reference33 articles.

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

2. Centrifuge cone penetration tests in sand

3. Boulanger R. W. and I. M. Idriss. 2004. “State normalization of penetration resistances and the effect of overburden stress on liquefaction resistance.” In Vol. 2 of Proc. 11th Int. Conf. on Soil Dynamics and Earthquake Engineering and 3rd Int. Conf. on Earthquake Geotechnical Engineering edited by D. Doolin et al. 484–491. Singapore: Stallion Press.

4. CPT-Based Liquefaction Triggering Procedure

5. Weighted Residual Numerical Differentiation Algorithm Applied to Experimental Bending Moment Data

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