A new floor heave mechanism considering the influences of the in-situ stress lateral coefficient and rock tensile strength-Reference-Cited by-同舟云学术

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A new floor heave mechanism considering the influences of the in-situ stress lateral coefficient and rock tensile strength

Published:2023-03-15 Issue:15 Volume:27 Page:4279-4310
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Deng Penghai¹²,Liu Quansheng¹²

Affiliation:

1. The Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, School of Civil Engineering, Wuhan University, Wuhan, China

2. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2189930

Reference48 articles.

1. Deformation and Failure Characteristics and Control Technology of Roadway Surrounding Rock in Deep Coal Mines

2. Numerical modeling of large deformation and nonlinear frictional contact of excavation boundary of deep soft rock tunnel;Chen X.;Journal of Rock Mechanics and Geotechnical Engineering,,2011

3. Stability Control of Underground Roadways Subjected to Stresses Caused by Extraction of a 10-m-Thick Coal Seam: A Case Study

4. Influence of the softening stress path on crack development around underground excavations: Insights from 2D-FDEM modelling

5. Sensitivity analysis of fracture energies for the combined finite-discrete element method (FDEM)

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