期刊
SUSTAINABLE CITIES AND SOCIETY
卷 47, 期 -, 页码 -出版社
ELSEVIER
DOI: 10.1016/j.scs.2019.101486
关键词
Stability of shield excavation face; Face support pressure; Earth chamber pressure; Full-section coarse sand; Silo-wedge models
资金
- National Natural Science Foundation of China [51578116, 51878127]
The estimation of the shield face support pressure is essential for the stability of the shield excavation face. The face support pressure of the earth pressure balance (EPB) shield tunneling machine is mainly composed of the support pressure of the cutterhead and the earth chamber pressure. To ensure the requirements of safe construction, the theoretical face support pressure is one of the most significant references for the earth chamber pressure setting. This paper analyzed the in situ monitoring data of the shield earth chamber pressure from a shield tunneling project of the Xi'an Metro Line 4 in full-section coarse sand. A nonlinear stepwise increase in the earth chamber pressure from the top to the bottom of the tunnel face was obtained. The fluctuation range of the earth chamber pressure gradually increased with an increase in the cover depth. Meanwhile, several types of silo-wedge models were established according to different assumptions proposed by previous studies and this paper. The rationality of their calculations and the applicability of related assumptions were discussed based on practical engineering and new working conditions.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据