A Unified Formula for Small-Strain Shear Modulus of Sandy Soils Based on Extreme Void Ratios-Reference-Cited by-同舟云学术

A Unified Formula for Small-Strain Shear Modulus of Sandy Soils Based on Extreme Void Ratios

Published:2023-02 Issue:2 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liang Ke¹,Chen Guoxing²^ORCID,Du Xiuli³,Xu Chengshun³,Yang Jun⁴

Affiliation:

1. Postdoctoral Researcher, The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

2. 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: .

3. Professor, The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

4. Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10913

Reference89 articles.

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2. Grain-Size Distribution for Smallest Possible Void Ratio

3. Effect of Particle Shape on the Mechanical Behavior of Natural Sands

4. Atkinson J. H. and G. Sallfors. 1991. “Experimental determination of soil properties.” In Proc. 10th European Conf. on Soil Mechanics and Foundation Engineering 915–956. New York: A.A. Balkema.

5. Influence of Depositional Method on Dynamic Properties of Granular Soil

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