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深厚表土中煤矿立井非采动破裂的研究
引用本文:李文平,于双忠.深厚表土中煤矿立井非采动破裂的研究[J].力学学报,1995,3(1):45-55.
作者姓名:李文平  于双忠
作者单位:中国矿业大学,徐州221008
摘    要:本文介绍了近年来我国华东矿区深厚表土层中煤矿立井井壁非采动破裂的特点。分析了井壁破裂的工程地质条件,研究了井壁与土接触面上土─混凝土作用变形和强度参数,并将该接触面视为接触面单元,用弹塑性有限元法,模拟了深厚表土底部含水层失水时土与井壁的相互作用,得到了井壁附加应力随深度和含水层水头降的变化规律,分析了井壁稳定性,揭示了井壁破裂的内在机理。

关 键 词:深厚表土  工程地质条件  土-混凝土作用  接触面单元  井壁  附加应力  破裂
收稿时间:1994-08-05

STUDY ON THE NO-MINING RUPTURE OF COAL MINE SHAFT IN THICK SURFACE SOILS
Li Wenping,Yu Shuangzhong.STUDY ON THE NO-MINING RUPTURE OF COAL MINE SHAFT IN THICK SURFACE SOILS[J].chinese journal of theoretical and applied mechanics,1995,3(1):45-55.
Authors:Li Wenping  Yu Shuangzhong
Institution:China University of Mining and Technology, Xuzhou 221008
Abstract:In this paper,the characterics of the rupture of coal mine shaft wall in thick surface soils occured in East China recently are described. The engineering gelogical conditions of rupture of shaft wall are analysed. The parameters of deformation and strength of soil-concrete interaction on the interface of soil and shaft wall are studied. Moreover,regarding the interface of soil and shaft wall as interface elements,using elastic-plastic FEM,the interaction between soil and shaft wall due to the bottom aquifer losing water is modelled, the variation laws of the additional stresses of shaft wall with depth and water lowering of the bottom aquifer are obtained,and the inherent mechanism of the rupture of shaft wall is revealed.
Keywords:Thick surface soils  Engineering Geological conditions  Soil-concrete interaction  Interface element  Additional stress shaft wall  Rupture  
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