Three-dimensional elastoplastic analysis of strain-softening surrounding rock based on the non-linear bond-slip relationship considering hydraulic-mechanical coupling-Reference-Cited by-同舟云学术

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Three-dimensional elastoplastic analysis of strain-softening surrounding rock based on the non-linear bond-slip relationship considering hydraulic-mechanical coupling

Published:2024-07-03 Issue: Volume: Page:1-20
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:

Zou Jin-feng¹,Wu Qin-hua¹

Affiliation:

1. School of Civil Engineering, Central South University, Changsha, Hunan Province, P.R. China

Funder

the Nanchang Railway Transportation Group 2020 Annual Research Plan Project

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2024.2354779

Reference21 articles.

1. An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling

2. Analytical and numerical study of the effect of water pressure on the mechanical response of cylindrical lined tunnels in elastic and elasto-plastic porous media

3. A new closed-form solution for analysis of unlined pressure tunnels under seepage forces

4. A new elasto-plastic solution for analysis of underwater tunnels considering strain-dependent permeability

5. Seepage‐Induced Effective Stresses and Water Pressures around Pressure Tunnels

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