岩土力学2012，Vol.33Issue(12)：3604-3610,7.
盾构隧道注浆对既有隧道影响的离心模拟研究
Centrifuge modelling study of effects of grouting into shield tunnel on existing tunnels
马险峰 1陈斌 2田小芳 2王俊淞2
作者信息
- 1. 同济大学岩土及地下工程教育部重点实验室,上海 200092
- 2. 同济大学地下建筑与工程系,上海 200092
- 折叠
摘要
Abstract
With the rapid development of subway network, the situation where shield tunnel going across the adjacent tunnels are becoming more and more common. But the research on the interaction between shield tunneling and nearby tunnels is still under perfection. On the background of Shanghai's typical soft layers, method of centrifuge modelling is adopted to study the effects of above-crossing construction of shield tunnel on existing tunnels and nearby strata at different grouting ratios. The in-flight tunneling simulation techniques are used in centrifuge model tests to simulate the construction of shield tunnel, where discharge or injection of heavy fluid is adopted to simulate the excavation unloading, ground loss and grouting successfully. The existing tunnels' behaviour and the ground response in terms of settlement, pore pressure and internal forces during and after the construction period at different grouting ratios are analyzed. Results show that the existing tunnel structure would undergo heave during the above-cross of a new tunneling; while grouting can alleviate the heave. However, excessive grouting ratio during construction would disturb the surrounding ground and cause more settlement in the long run after the construction.关键词
盾构隧道/注浆率/上穿越/软土/离心模型试验Key words
shield tunneling/ grouting ratio/ above-crossing/ soft soil/ centrifuge model test分类
建筑与水利引用本文复制引用
马险峰,陈斌,田小芳,王俊淞..盾构隧道注浆对既有隧道影响的离心模拟研究[J].岩土力学,2012,33(12):3604-3610,7.
