Shear-Displacement-Amplitude Dependent Pore-Pressure Generation in Undrained Cyclic Loading Ring Shear Tests: An Energy Approach-Reference-Cited by-同舟云学术

Shear-Displacement-Amplitude Dependent Pore-Pressure Generation in Undrained Cyclic Loading Ring Shear Tests: An Energy Approach

Published:2005-06 Issue:6 Volume:131 Page:750-761
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sassa Kyoji¹²³⁴,Wang Gonghui¹²³⁴,Fukuoka Hiroshi¹²³⁴,Vankov Dmitri A.¹²³⁴

Affiliation:

1. Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 611-0011, Japan.

2. Assistant Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 611-0011, Japan (corresponding author). E-mail: wanggh@landslide.dpri.kyoto-u.ac.jp

3. Associate Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 611-0011, Japan.

4. Graduate School of Science, Kyoto Univ., Kyoto 611-0011, Japan; formerly, Doctoral Student.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A6%28750%29

Reference38 articles.

1. Undrained Monotonic and Cyclic Strength of Sands

2. Equivalent uniform cycle concept for soil dynamics;Annaki M.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1977

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

4. Energy dissipation and seismic liquefaction in sands

5. Dief H. M. and Figueroa J. L. (2000). “Evaluation of soil liquefaction by energy principles through centrifuge tests.” Proc. GeoEng2000 Melbourne Australia.

Cited by 25 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Energy-Based Pore Pressure Generation Models in Silty Sands under Earthquake Loading;Geosciences;2024-06-13

2. On the undrained shear behavior of sand mixtures with non-plastic fines subjected to large shear displacement;Engineering Geology;2024-06

3. Bedding slope damage accumulation induced by multiple earthquakes;Soil Dynamics and Earthquake Engineering;2023-10

4. Earthquake-induced large deformations and failure mechanisms of silty sands in sloped ground conditions;Soil Dynamics and Earthquake Engineering;2023-10

5. Failure Mechanism and Dynamic Response Characteristics of Loess Slopes Under the Effects of Earthquake and Groundwater;Frontiers in Earth Science;2022-04-21