A Unified Model of Cyclic Shear–Volume Coupling and Excess Pore Water Pressure Generation for Sandy Soils under Various Cyclic Loading Patterns-Reference-Cited by-同舟云学术

A Unified Model of Cyclic Shear–Volume Coupling and Excess Pore Water Pressure Generation for Sandy Soils under Various Cyclic Loading Patterns

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen Guoxing¹^ORCID,Qin You²,Wu Qi³,Gu Xiaoqiang⁴,Juang C. Hsein⁵

Affiliation:

1. Professor, Institute of Geotechnical Engineering, Nanjing Tech Univ., Nanjing 210009, China; Director, Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing 210009, China (corresponding author). ORCID: .

2. Ph.D. Student, Institute of Geotechnical Engineering, Nanjing Tech Univ., Nanjing 210009, China.

3. Associate Professor, Institute of Geotechnical Engineering, Nanjing Tech Univ., Nanjing 210009, China.

4. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

5. Professor Emeritus, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12247

Reference59 articles.

1. Andersen, K. H. 2015. “Cyclic soil parameters for offshore foundation design.” In Proc., 3rd McClelland lecture: Frontiers in offshore geotechnics III, edited by V. Meyer, 5–82. Oslo, Norway: Taylor & Francis Group.

2. A laboratory study on the pore pressure generation model for Firouzkooh silty sands using the hollow torsional test;Baziar M. H.;Int. J. Civ. Eng.,2011

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

4. Energy Transfers and Reflection of Infragravity Waves at a Dissipative Beach Under Storm Waves

5. Burke, L., K. Reytar, M. Spalding, and A. Perry. 2011. Reefs at risk revisited. Washington, DC: World Resources Institute.

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