[HTML][HTML] Model test on the influence of surcharge, unloading and excavation of soft clay soils on shield tunnels

P Xiang, G Wei, S Zhang, Y Cui, H Guo - Symmetry, 2021 - mdpi.com
In view of the influence of symmetrical surcharge, unloading and excavation of soft clay soils
on shield tunnels, the surface settlement, tunnel settlement, vertical additional earth …

[PDF][PDF] 基于极限超载的无衬砌浅埋土质隧道稳定性研究

程小虎, 庞振勇, 曾东洋, 曾德光 - 岩土力学, 2016 - researchgate.net
为了从理论上判别和度量无衬砌浅埋土质隧道的稳定性, 考虑拱形隧道洞身范围斜向滑裂面作用
, 采用极限平衡法导出隧道发生整体失稳时的极限超载与稳定安全系数理论解 …

[引用][C] 多洞并行隧道围岩稳定性与破坏模式极限分析

杨峰, 高廉镇, 高益康, 阳军生 - 岩土工程学报, 2023

[引用][C] Stability of surrounding rock and failure mode of parallel multi-line tunnels

Y Feng, GAO Lianzhen, GAO Yikang, Y Junsheng - Chinese Journal of Geotechnical …, 2023