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基于SMW工法的城市深基坑开挖稳定性分析
引用本文:崔天麟,严文荣,王晓睿,刘永辉,皮景坤.基于SMW工法的城市深基坑开挖稳定性分析[J].人民黄河,2012(1):145-146,148.
作者姓名:崔天麟  严文荣  王晓睿  刘永辉  皮景坤
作者单位:郑州市轨道交通有限公司;华中科技大学土木工程与力学学院
摘    要:SMW工法具有防渗性好、构造简单、施工速度快、工程造价低等优点,广泛应用于大型隧道工程、城市地下空间开发、高层建筑深基坑开挖支护工程等。以某城市深基坑工程的SMW工法围护结构为研究对象,在考虑水泥土与型钢的相互作用下,建立有限元数值模型,分析开挖过程中墙体位移和土体变形特点。结果表明:开挖深度对墙体侧向位移有显著影响;随着坡面荷载的增加,基坑内外水平方向和竖直方向沉降量均有所增大。

关 键 词:SMW工法  深基坑工程  支护结构  位移

Stability Analysis of City Deep Foundation Pit Excavation on City Based on SMW Construction Method
CUI Tian-lin,YAN Wen-rong,WANG Xiao-rui,LIU Yong-hui,PI Jing-kun.Stability Analysis of City Deep Foundation Pit Excavation on City Based on SMW Construction Method[J].Yellow River,2012(1):145-146,148.
Authors:CUI Tian-lin  YAN Wen-rong  WANG Xiao-rui  LIU Yong-hui  PI Jing-kun
Affiliation:1.Zhengzhou Rail Traffic Co.Ltd.,Zhengzhou 450046,China; 2.School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China)
Abstract:SMW construction method is widely used in large tunnel engineering,urban underground space development,and deep excavation of high-rise building project for its efficient anti-seepage,simple and fast constructed,and low cost.In the paper,for the study of a city SMW deep excavation of the building,a finite element numerical model was established by taking into account the interaction between cement and steel.The characteristics of wall displacement and soil deformation were analyzed during the excavation.The results show that the influence of excavation depth to the lateral displacement of the wall is significant;with the increment of slope loading,the amplitude of foundation settlement in both horizontal and vertical directions becomes larger.
Keywords:SMW construction method  deep foundation pit engineering  supporting structure  displacement
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