Liquefaction Susceptibility and Cyclic Response of Intact Nonplastic and Plastic Silts-Reference-Cited by-同舟云学术

Liquefaction Susceptibility and Cyclic Response of Intact Nonplastic and Plastic Silts

Published:2023-01 Issue:1 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Stuedlein Armin W.¹^ORCID,Dadashiserej Ali²,Jana Amalesh³,Evans T. Matthew⁴^ORCID

Affiliation:

1. Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). ORCID: .

2. Graduate Research Assistant, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331.

3. Postdoctoral Researcher, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331.

4. Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. 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.1943-5606.0002935

Reference56 articles.

1. Practical Considerations in the Use of Liquefaction Susceptibility Criteria

2. Work as a criterion for determining in situ and yield stresses in clays

3. Characterization of silty soil thin layering and groundwater conditions for liquefaction assessment

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

5. Direct Simple-Shear Tests on a Norwegian Quick Clay

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