基于微极连续体理论视角的Mohr-Coulomb 基质土的土石混合体边坡稳定性及破坏模式分析-Reference-Cited by-同舟云学术

基于微极连续体理论视角的Mohr-Coulomb 基质土的土石混合体边坡稳定性及破坏模式分析

Published:2023-10 Issue:10 Volume:30 Page:3450-3466
ISSN:2095-2899
Container-title:Journal of Central South University
language:en
Short-container-title:J. Cent. South Univ.

Author:

Chen Xi^ORCID,Tang Jian-bin,Cui Liu-sheng,Liu Zong-qi

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11771-023-5452-z.pdf

Reference32 articles.

1. GUAN Wen-jie, WU Wen-bing, JIANG Guo-sheng, et al. Torsional dynamic response of tapered pile considering compaction effect and stress diffusion effect [J]. Journal of Central South University, 2020, 27: 3839–3851. DOI: https://doi.org/10.1007/s11771-020-4503-y.

2. WEN Min-jie, TIAN Yi, WU Wen-bing, et al. Influence of thermal contact resistance on dynamic response of bilayered saturated porous strata [J]. Journal of Central South University, 2022, 29(6): 1823–1839. DOI: https://doi.org/10.1007/s11771-022-5053-2.

3. ZONG Meng-fan, TIAN Yi, LIANG Rong-zhu, et al. One-dimensional nonlinear consolidation analysis of soil with continuous drainage boundary [J]. Journal of Central South University, 2022, 29(1): 270–281. DOI: https://doi.org/10.1007/s11771-022-4916-x.

4. WU Wen-bing, LU Chun-hua, CHEN Li-bo, et al. Horizontal vibration characteristics of pile groups in unsaturated soil considering coupled pile-pile interaction [J]. Ocean Engineering, 2023, 281: 115000.

5. LINDQUIST E, GOODMAN R. Strength and deformation properties of a physical model melange [C]//1st North American Rock Mechanics Symposium. ARMA, 1994: 843–850.

Cited by 1 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. Geotechnical analysis involving strain localization of overconsolidated soils based on unified hardening model with hardening variable updated by a composite scheme;International Journal for Numerical and Analytical Methods in Geomechanics;2024-04