Mechanical Behavior of Natural Granite Residual Soil in Simple Shear-Reference-Cited by-同舟云学术

Mechanical Behavior of Natural Granite Residual Soil in Simple Shear

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liu Xinyu¹^ORCID,Miao Yu²,Zhang Xianwei³^ORCID,Yin Song⁴

Affiliation:

1. Postdoctoral Researcher, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China. ORCID: .

2. Professor, School of Civil and Hydraulic Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author).

3. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. ORCID: .

4. Associate Professor, School of Architectural Engineering, Zhongyuan Univ. of Technology, Zhengzhou 450007, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12281

Reference66 articles.

1. An evaluation of direct simple shear tests on clay

2. Amoroso S. 2011. “G-γ decay curves by seismic dilatometer (SDMT).” Ph.D. thesis Dept. of Civil Construction-Architectural and Environmental Engineering Univ. of L’Aquila.

3. A Hollow Cylinder Torsional Simple Shear Apparatus Capable of a Wide Range of Shear Strain Measurement

4. Bearing capacity under cyclic loading — offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007This paper represents the written version of the 21st Bjerrum Lecture. While it has been edited for the present publication, it retains the general structure of the original lecture, which was intended for a general geotechnical audience. The Bjerrum Lecture is presented in Oslo in alternate years by the Norwegian Geotechnical Society with the support of the Bjerrum Memorial Fund (Laurits Bjerrums Minnefond).

5. Bearing Capacity for Foundations with Cyclic Loads