Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave–Induced Elliptical Stress Paths-Reference-Cited by-同舟云学术

Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave–Induced Elliptical Stress Paths

Published:2020-12 Issue:12 Volume:146 Page:04020143
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhou Xiaozhi¹,Stuedlein Armin W.²^ORCID,Chen Yumin³,Zhang Zhe⁴^ORCID,Liu Hanlong⁵

Affiliation:

1. Graduate Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210024, China; Visiting Graduate Student, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210024, China; Visiting Graduate Student, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

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

3. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210024, China; Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210024, China; Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China.

4. Graduate Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210024, China; Graduate Student, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210024, China. ORCID: .

5. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210024, China; Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210024, China; Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Chongqing 400045, China.

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.1943-5606.0002422

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5. Chiaro G. 2020. “Cyclic resistance and large deformation characteristics of sandy soils under sloping ground conditions: Insights from large-strain torsional simple shear tests.” In Proc. 7th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering: SOAP Lecture. Roorkee India: Indian Institute of Technology Roorkee.

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