摘要
盾构法隧道施工在地铁建设中的应用越来越广泛,推进压力作为影响盾构施工对地表沉降影响的因素之一,需要进行合理控制。使用MIDAS/GIS软件对合肥某盾构隧道区间施工进行了数值模拟,通过控制施工过程中推进力的变化,分析在不同推进力的条件下周围地表的沉降。由此得出结论:推进压力的大小在合理范围内对地表沉降的影响有一定的规律,在一定范围内推进压力越大,地表沉降越小。运用此规律可以为后续盾构施工工程减小地表沉降提供参考。
The application of shield tunneling in subway construction is more and more extensive. As one of the factors influencing the settlement of the surface caused by shield construction, the advancing pressure needs to be reasonably controlled. The paper used MIDAS/GIS software to simulate the tunnel construction of a certain shield tunnel in Hefei. By controlling the changes of the propulsion force during the construction process, the settlement of the surrounding ground under the conditions of different propulsion forces was analyzed. It was concluded that the influence of the thrust pressure on the settlement of ground surface within a reasonable range has certain rules. In a certain range, the pressure is greater and the surface settlement is smaller. Using this law can provide reference for the subsequent shield construction work to reduce ground settlement.
作者
方洁
席培胜
王枫
朱荣军
沈晨
FANG Jie;XI Pei-sheng;WANG Feng;ZHU Rong-jun;SHEN Chen(Anhui Urban Construction and Underground Space Engineering Technology Research Center,Hefei 230601,China)
出处
《佳木斯大学学报(自然科学版)》
CAS
2018年第4期501-503,共3页
Journal of Jiamusi University:Natural Science Edition
基金
安徽高等学校自然科学研究项目的阶段性研究成果(KJ2015A046)
关键词
盾构施工
推进压力
地表沉降
数值模拟
shield construction
driving pressure
surface subsidence
numerical simulation