| 基坑围护设计与实测分析比较 |
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| 引用本文： | 陈传水,陆少连,鲁绍林.基坑围护设计与实测分析比较[J].浙江国土资源,2002,18(1):64-67. |
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| 作者姓名： | 陈传水 陆少连 鲁绍林 |
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| 作者单位： | 杭州市建筑设计研究院,杭州,310001 |
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| 摘 要： | 通过不同围护软件分析计算并与实测结果进行比较 ,指出土层水平抗力系数“m”取值的关键性 ,基坑开挖是一个动态而复杂的过程 ,理论计算会有一定的差距
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| 关 键 词： | 基坑围护 “m”取值 实测与理论比较 |
| 修稿时间： | 2001年10月19 |
Design of Foundation Pit Shield and Analysis on the Actual Measured Results |
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| Authors: | Chen Chuanshui Lu ShaoLian Lu Shaolin |
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| Abstract: | By comparing the aetual measured results with the analyzed and calculated results by shielding software,this paper pointed out that it's the key point to defermine the value of"m",the coefficient of the soil layer horizoutal resistance.Digging a foundation pit is a dynamic and complicated process,thus the theoretical calculation will result in a certain difference. |
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| Keywords: | found ation pit shield determine the value of"m" compare the aetual measured results coith the theoretical results |
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