Grain-Size Distribution Effects on the Mechanical Behavior of Granular Soil in Response to EPBS Tunneling-Reference-Cited by-同舟云学术

Grain-Size Distribution Effects on the Mechanical Behavior of Granular Soil in Response to EPBS Tunneling

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hu Xiongyu¹,He Chuan²,Fu Wei³,Fang Yong²

Affiliation:

1. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).

2. Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China.

3. Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002544

Reference50 articles.

1. Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. I: Stress–Strain Behavior and Shear Banding

2. Analysis of Tunneling-Induced Ground Movements Using Transparent Soil Models

3. Influence of particle size and gradation on shear strength–dilation relation of granular materials

4. Inherent anisotropy in a sand

5. Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil;Attewell P. B.;Ground Eng.,1982

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