Response of Sands to Multidirectional Dynamic Loading in Centrifuge Tests-Reference-Cited by-同舟云学术

Response of Sands to Multidirectional Dynamic Loading in Centrifuge Tests

Published:2020-10 Issue:10 Volume:146 Page:04020109
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cerna-Diaz Alfonso¹^ORCID,Olson Scott M.²,Hashash Youssef M. A.³^ORCID,Numanoglu Ozgun A.⁴^ORCID,Rutherford Cassandra J.⁵,Bhaumik Lopamudra⁶^ORCID,Weaver Thomas⁷

Affiliation:

1. Geotechnical Engineer, Central Region Water Business Line, Design and Consulting Services Americas, AECOM, 7595 Technology Way, Denver, CO 80237 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2230d Newmark Laboratory, 205 N. Mathews Ave., Urbana, IL 61801.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2230d Newmark Laboratory, 205 N. Mathews Ave., Urbana, IL 61801. ORCID:

4. Geotechnical Engineer, Golder Associates Inc., 18300 NE Union Hill Rd., Suite 200, Redmond, WA 98052. ORCID:

5. Assistant Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50011-1066.

6. Geotechnical Engineer, Mott MacDonald Inc., 1400 Bdwy., New York, NY 10018. ORCID:

7. Geotechnical Engineer, US Nuclear Regulatory Commission, Two White Flint North, 11545 Rockville Pike, Rockville, MD 20852-2738; mailing address: US Nuclear Regulatory Commission, Washington, DC 20555-0001.

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.1943-5606.0002352

Reference57 articles.

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

2. Adalier K. 1996. “Mitigation of earthquake induced liquefaction hazards.” Ph.D. dissertation Dept. of Civil Engineering Rensselaer Polytechnic Institute.

3. Liquefaction Resistance of Soils from Shear-Wave Velocity

4. Bhaumik L. 2018. “Element-level behavior of dense coarse grained soils under multidirectional dynamic loading.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of Illinois at Urbana-Champaign.

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3. A simplified three-dimensional constitutive model for seismic modeling of dense sands;Soil Dynamics and Earthquake Engineering;2023-04

4. Nonlinear Deformation Analyses of a Tailings Dam during a Mw5.7 Earthquake;Geo-Congress 2023;2023-03-23

5. Predicting permanent slope displacements due to multidirectional earthquake shaking from unidirectional shaking analyses;Soil Dynamics and Earthquake Engineering;2022-12