| 支护结构变形计算的土压力模式的探讨 |
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| 引用本文： | 马克生,刘淑清,高斌峰.支护结构变形计算的土压力模式的探讨[J].山西建筑,2009,35(6):113-114. |
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| 作者姓名： | 马克生 刘淑清 高斌峰 |
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| 作者单位： | 太原理工大学,山西,太原,030024 |
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| 摘 要： | 对用于支护结构弹性支点法的多种土压力模式作了介绍,并对各种土压力模式进行了对比分析,为了比较各个模式的安全性,对不同土压力模式下结构的位移和内力作了推理,结果表明,＂净静止土压力模式＂最为安全。
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| 关 键 词： | 支护结构 弹性支点法 土压力模式 变形 |
The exploration of the earth pressure model in the deformation calculation of the supporting structure |
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| MA Ke-sheng,LIU Shu-qing,GAO Bin-feng.The exploration of the earth pressure model in the deformation calculation of the supporting structure[J].Shanxi Architecture,2009,35(6):113-114. |
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| Authors: | MA Ke-sheng LIU Shu-qing GAO Bin-feng |
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| Affiliation: | MA Ke-sheng LIU Shu-qing GAO Bin-feng |
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| Abstract: | The paper introduces many kinds of earth pressure models which are used in the elastic supporting method in the supporting structures, compares and analyzes all types of the earth pressure models,and infers the structural displacements and internal forces in various earth pressure models in order to compare the safety of all these models.It is proved that the static earth pressure model is the safest. |
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| Keywords: | supporting structure elastic supporting method earth pressure model deformation |
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