Pore Water Pressure and Settlement of Clays under Cyclic Shear: Effects of Soil Plasticity and Cyclic Shear Direction-Reference-Cited by-同舟云学术

Pore Water Pressure and Settlement of Clays under Cyclic Shear: Effects of Soil Plasticity and Cyclic Shear Direction

Published:2022-02 Issue:2 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Thanh Nhan Tran¹^ORCID,Matsuda Hiroshi²,Sato Hidemasa³,Thien Do Quang⁴,Tien Pham Van⁵^ORCID,Nhan Nguyen Thi Thanh⁶

Affiliation:

1. Associate Professor, Dept. of Engineering Geology and Hydrogeology, Univ. of Sciences, Hue University, 77 Nguyen Hue, Hue City 530000, Vietnam (corresponding author). ORCID: .

2. Professor Emeritus, Yamaguchi Univ., 2-16-1 Tokiwadai, Ube, Yamaguchi 755-8611, Japan.

3. Section Manager, Coastal Engineering Division, Fukken Co. Ltd., 2-10-11 Hikarimachi, Higashi-ku, Hiroshima 732-0052, Japan.

4. Associate Professor, Dept. of Engineering Geology and Hydrogeology, Univ. of Sciences, Hue Univ., 77 Nguyen Hue, Hue City 530000, Vietnam.

5. Researcher, Institute of Geological Sciences, Vietnam Academy of Science and Technology, Hanoi 100000, Vietnam. ORCID: .

6. Lecturer, Dept. of Engineering Geology and Hydrogeology, Univ. of Sciences, Hue Univ., 77 Nguyen Hue, Hue City 530000, Vietnam.

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%29GT.1943-5606.0002734

Reference36 articles.

1. The cyclic behaviour of soils and effects of geotechnical factors in microzonation

2. Undrained Multidirectional Direct Simple Shear Behavior of Cohesive Soil

3. Consolidation of Alluvial Clay under Repeated Loading

4. Unified law for dilatancy under multi-directional simple shearing;Fukutake K.;J. JSCE Div. C,1989

5. The liquefaction of clayey soils under cyclic loading

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