New Physical Model to Study Tunnels in Squeezing Clay-Rich Rocks-Reference-Cited by-同舟云学术

New Physical Model to Study Tunnels in Squeezing Clay-Rich Rocks

Published:2021-01-27 Issue:4 Volume:44 Page:20200081
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Arora Ketan¹,Gutierrez Marte²,Hedayat Ahmadreza³

Affiliation:

1. Department of Civil and Environmental Engineering, Colorado School of Mines, 1500 Illinois St., Golden, CO 80401, USA (Corresponding author), e-mail: ketanarora@mymail.mines.edu, https://orcid.org/0000-0001-5854-632X

2. Department of Civil and Environmental Engineering, Colorado School of Mines, 1012 14th St., Room #CO 308, Golden, CO 80401, USA, https://orcid.org/0000-0001-5070-8726

3. Department of Civil and Environmental Engineering, Colorado School of Mines, Coolbaugh Hall Room 154, 1012 14th St., Golden, CO 80401, USA

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effects of Creep on Shield Tunnelling Through Squeezing Ground;Rock Mechanics and Rock Engineering;2023-11-24

2. Laboratory-Scale Rockburst Physical Model Testing Using a True-Triaxial Cell;IOP Conference Series: Earth and Environmental Science;2023-01-01

3. Physical model simulation of rock-support interaction for the tunnel in squeezing ground;Journal of Rock Mechanics and Geotechnical Engineering;2022-02

4. Viscous-elastic-plastic response of tunnels in squeezing ground conditions: Analytical modeling and experimental validation;International Journal of Rock Mechanics and Mining Sciences;2021-10