Strain Potential of Liquefied Soil-Reference-Cited by-同舟云学术

Strain Potential of Liquefied Soil

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Olaya Franklin R.¹^ORCID,Bray Jonathan D.²^ORCID

Affiliation:

1. Ph.D. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710. 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.1943-5606.0002896

Reference54 articles.

1. A state parameter for sands

2. Beyzaei C. Z. 2017. “Fine-grained soil liquefaction effects in Christchurch New Zealand.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California.

3. Laboratory-based characterization of shallow silty soils in southwest Christchurch

4. Bilge H. T. 2010. “Cyclic volumetric and shear strain response of fine-grained soils.” Ph.D. dissertation Dept. of Civil Engineering Middle East Technical Univ.

5. The strength and dilatancy of sands

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