陈文昭,高全臣,江俊设.软土基坑SMW工法墙墙顶位移与嵌固比关系模拟试验研究[J].南华大学学报(自然科学版),2011,25(2):89~94.[CHEN Wen-zhao1,2,GAO Quan-chen1,JIANG Jun-she2.Simulation Test Study on the Relation of the Displacementon the Top of SMW With the Embedded-ratio[J].Journal of University of South China(Science and Technology),2011,25(2):89~94.]
软土基坑SMW工法墙墙顶位移与嵌固比关系模拟试验研究
Simulation Test Study on the Relation of the Displacementon the Top of SMW With the Embedded-ratio
投稿时间:2011-03-04  
DOI:
中文关键词:  模型试验  数值模拟  墙顶位移  嵌固比  拟合曲线  指数模型  预测预报
英文关键词:model test  numerical simulation  the displacement on the top of wall  embedded-ratio  fitting curve  the model of exponential function,fo
基金项目:
作者单位
陈文昭1,2,高全臣1,江俊设2 1.中国矿业大学 力学与建筑学院,北京1000832.南华大学 城市建设学院,湖南 衡阳421001 
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中文摘要:
      基于相似理论设计了SMW工法支护的软土深基坑支护开挖试验模型,由模型试验测得了各级开挖稳定后的SMW工法墙墙顶位移;在模型试验基础上,采用大型非线性有限元软件ABAQUS建立了特征墙段的三维有限元数值分析模型,由数值分析也获得了各级开挖工况下墙顶位移.比较了基坑模型试验及其数值模拟分析结果,并采用指数模型拟合了SMW工法墙墙顶位移与嵌固比关系曲线.结果表明:采用指数模型拟合SMW工法墙墙顶位移与嵌固比关系可取得良好的拟合效果.工程施工中,可采用指数模型预测预报SMW工法墙随基坑开挖产生的墙顶水平位移.施工过程中,加强墙顶位移监测,绘制墙顶位移与嵌固比关系曲线,将预测位移值与实测值进行分析对比,可以了解支护结构实际所处的工作状态及变形阶段,从而可以预防工程事故发生.
英文摘要:
      Based on the theory of Similarity,the model of trial pit supported by SMW and the displacement-values on the top of wall after excavation were measured.Based on the model test,three-dimensional finite element analysis model of characteristic-wall was made by the large-scale non-linear finite element software ABAQUS and the displacements on the top of SMW at each excavation-step was obtained.The results of the pit model test and numerical simulation analysis were compared and the relation curve of the displacement with embedded-ratio was fitted by means of the model of exponential function.It was shown that good fitting effect could be obtained when the relation curve of the displacement with embedded-ratio was fitted by means of the model of exponential function.In engineering construction,the displacement-values on the top of wall as the excavation could be forecasted by the model of exponential function.To prevent the engineering accidents happen,the displacement-values on the top of wall should be monitored and the relation curve of the displacement with embedded-ratio should be drawn.By analysing and comparing the measured-values with its forecast-values,one can find out the actual working state of the supporting system and assess its stage of deformation and thereby prevent the happening of accident.
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