A DEM Investigation on the Influence of Cyclic and Static Stress Ratios and State Variables on the Pore Water Pressure Generation in Granular Materials-Reference-Cited by-同舟云学术

A DEM Investigation on the Influence of Cyclic and Static Stress Ratios and State Variables on the Pore Water Pressure Generation in Granular Materials

Published:2023-07 Issue:7 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kolapalli R.¹,Rahman M. M.²,Karim M. R.³^ORCID,Nguyen H. B. K.⁴^ORCID

Affiliation:

1. Ph.D. Candidate, UniSA Science, Technology, Engineering, and Mathematics (STEM), Univ. of South Australia, Mawson Lakes, SA 5095, Australia.

2. Professor in Geotechnical Engineering, UniSA Science, Technology, Engineering, and Mathematics (STEM), Univ. of South Australia, Mawson Lakes, SA 5095, Australia.

3. Senior Lecturer, UniSA Science, Technology, Engineering, and Mathematics (STEM), Univ. of South Australia, Mawson Lakes, SA 5095, Australia (corresponding author). ORCID: .

4. Lecturer, UniSA Science, Technology, Engineering, and Mathematics (STEM), Univ. of South Australia, Mawson Lakes, SA 5095, Australia. 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/JGGEFK.GTENG-11106

Reference74 articles.

1. Predicting onset of cyclic instability of loose sand with fines using instability curves

2. Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework

3. Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation

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

5. Probabilistic Standard Penetration Test–Based Liquefaction–Triggering Procedure

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