Approach to earth balance pressure of shield tunneling across ultra-near metro tunnel in operation
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Approach to earth balance pressure of shield tunneling across ultra-near metro tunnel in operation
Vol. 26, Issue 11, (2005)
作者机构:
1. 同济大学 地下建筑与工程系,上海,200092
2. 上海第二市政工程有限公司,上海,200135
作者简介:
基金信息:
DOI:
CLC:U45
Online First:03 January 2014,
Published:2005
稿件说明:
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LIAO Shao-ming, YANG Jun-long, XI Cheng-lei, et al. Approach to earth balance pressure of shield tunneling across ultra-near metro tunnel in operation[J]. 2005, 26(11).
DOI:
LIAO Shao-ming, YANG Jun-long, XI Cheng-lei, et al. Approach to earth balance pressure of shield tunneling across ultra-near metro tunnel in operation[J]. 2005, 26(11).DOI:
Approach to earth balance pressure of shield tunneling across ultra-near metro tunnel in operation
The affecting factors and sensitivity of the displacement fields produced by the shield tunneling across the ultra-near tunnel obviously differ from that of the general construction. Combining the metro tunneling examples within ultra-near distance (1.05 m)in Shanghai
It is found that the earth pressure varies significantly while shield approaching to adjacent metro tunnel in operation situated overhead. Based on the principles of tunnel loading model and theory of elasticity a
theoretical formula of earth balance pressure of shield was deduced and a so-called “step control strategy” was concluded which was successfully applied in a typical project of Shanghai metro tunnel line No.4 of which the maximum displacement was controlled within 5 mm. The field measurements of earth pressure proved to be at good coincidence with the theoretical values.