Pore Pressure Generation of Gravelly Soils in Constant Volume Cyclic Simple Shear-Reference-Cited by-同舟云学术

Pore Pressure Generation of Gravelly Soils in Constant Volume Cyclic Simple Shear

Published:2023-02 Issue:2 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hubler Jonathan F.¹^ORCID,Athanasopoulos-Zekkos Adda²^ORCID,Zekkos Dimitrios³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, 421 Davis Hall, Berkeley, CA 94720. ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, 425 Davis Hall, Berkeley, CA 94720. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002928

Reference35 articles.

1. Banerjee N. G. H. B. Seed and C. K. Chan. 1979. Cyclic behavior of dense coarse-grained materials in relation to the seismic stability of dams. UBC/EERC-79-13. Berkeley CA: Univ. of California.

2. Insight into the Effects of Gradation on the Pore Pressure Generation of Sand–Silt Mixtures

3. Energy Dissipation and Seismic Liquefaction of Sands: Revised Model

4. Liquefaction characteristics of gap-graded gravelly soils in K0 condition

5. Maximum and Minimum Void Ratio Characteristics of Sands

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