长江科学院院报2019，Vol.36Issue(1)：95-101,7.DOI:10.11988/ckyyb.20170699
土压平衡矩形顶管施工引起的地表沉降探究
Ground Subsidence Caused by Earth Pressure Balanced Rectangular Pipe Jacking Construction
摘要
Abstract
The ground subsidence caused by rectangular soil pressure balanced pipe jacking construction in large section would damage the pavement structure layer, which has always been a difficulty and hot topic in geotechnical engineering. With the underground passage project in the Inner Mongolia University of Science and Technology as a case study, we analyzed the measured data of subgrade deformation and the applicability of Peck’s formula in pre-dicting ground subsidence caused by rectangular pipe jacking, and also simulated the influence of pipe jacking con-struction in the presence of different soil depths on ground subsidence numerically. We found that, in general, measuring points in longitudinal direction on the jacking axis bulged at first, and then subsided and subsequently tended to be stable; in terms of cross section, pipe jacking affected an area within 10 meters of the axis, where the volume of settling trough occupied 90% of the total volume. When soil strata loss rate equals 0.4% and width pa-rameter K of settling trough equals 0.4, the measured value agrees well with the results predicted by Peck’s formu-la. With the increase of overburden soil depth, the surface subsidence decreased gradually, and the settlement range gradually increased. The research results provide theoretical reference and application value for the construc-tion of large cross-section soil pressure balanced rectangular pipe jacking and similar projects.关键词
顶管施工/大断面矩形土压平衡法/地下通道/路基变形/数值模拟Key words
pipe jacking construction/rectangular earth pressure balance/underground passage/subgrade deforma-tion/numerical simulation分类
交通工程引用本文复制引用
银英姿,赵强,崔芳静,贾琦,刘斌..土压平衡矩形顶管施工引起的地表沉降探究[J].长江科学院院报,2019,36(1):95-101,7.基金项目
中央高校基本科研业务费专项(2014B36614) （2014B36614）
江苏省普通高校研究生科研创新计划项目(KYLX_0472) （KYLX_0472）
国家自然科学基金面上项目(51379066) （51379066）
