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Model Test on Impact of Surrounding Rock Deterioration on Segmental Lining Structure for Underwater Shield Tunnel with Large Cross-Section

机译:大型横截面围岩岩土隧洞围岩劣化对水下盾构隧道的模型试验

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摘要

Based on Guangzhou Shiziyang Tunnel, a large-scale model test of segment lining structure was conducted to study the impact of surrounding rock deterioration. The results showed the outflow or deterioration of surrounding rock at the hence could make the stress state at the bottom and crown more serious. And it is very important to provide effective surrounding rock resistance to ensure the safety of tunnel structure.
机译:基于广州施益阳隧道,进行了段衬砌结构的大规模模型试验,研究了周围岩石劣化的影响。结果表明,周围岩石的流出或劣化可以使底部的应力状态更严重。提供有效的周围岩石抗性是非常重要的,以确保隧道结构的安全性。

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