岩土力学Issue(2)：354-360,7.DOI:10.16285/j.rsm.2015.02.008
浅埋隧道开挖引起的土体水平位移分析
Analysis of horizontal displacement of soil induced by shallow tunnel excavation
夏元友 1陈春舒 1BAKRI Mudthir 1王智德 2周雄1
作者信息
- 1. 武汉理工大学土木工程与建筑学院，湖北武汉 430070
- 2. 苏丹科技大学土木工程学院，苏丹喀土穆 12998
- 折叠
摘要
Abstract
Soil movement laws induced by shallow tunnel excavation had been covered by many researchers, but the research on the horizontal displacement induced by tunnel excavation is insufficient. Based on the summary and comparison of three formulas of soil layer’s settlement, a formula for calculating the horizontal displacements in the soil above the tunnel is derived by combining one of the soil settlement theories and the assumption that soil is incompressibility. Results of the formula are compared with the published data in relevant papers and verified by the finite-element simulation results. It is shown that the derived formula is capable enough for forecasting and describing the horizontal displacements of the soil induced by shallow tunnel. In addition, the vector angle’s formula of soil’s displacement is obtained based on the formulas of soil settlement and horizontal displacement; and it’s also compared with O’Reilly and New’s method. The comparison shows the agreement with some researchers’ published relevant conclusions, which verifies the applicability of this formula for soil displacement.The research results will provide theoretical references for calculating and controlling the horizontal displacements of soil in relevant practical projects.关键词
浅埋隧道/水平位移/位移模型/地层沉降理论/位移矢量Key words
shallow tunnel/horizontal displacement/displacement model/soil settlement theory/displacement vector分类
建筑与水利引用本文复制引用
夏元友,陈春舒,BAKRI Mudthir,王智德,周雄..浅埋隧道开挖引起的土体水平位移分析[J].岩土力学,2015,(2):354-360,7.
