| 平面冻土墙变形计算的理论分析 |
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| 引用本文： | 杨平. 平面冻土墙变形计算的理论分析[J]. 辽宁工程技术大学学报(自然科学版), 1997, 0(4) |
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| 作者姓名： | 杨平 |
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| 作者单位： | 淮南矿业学院建工系 232001 |
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| 摘 要： | 采用弹性理论分析法,推得冻土墙围护深基坑坑国的墙体变形公式,并给出了考虑实际土压力分布和内支撑或外锚时的计算方法,利用公式计算,所得结果与模拟试验值十分接近.
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| 关 键 词： | 冻土墙 变形 理论分析 模拟试验 |
A Theoretic Analysis of Deformation of Plane Frozen Walls |
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| Yang Ping. A Theoretic Analysis of Deformation of Plane Frozen Walls[J]. Journal of Liaoning Technical University (Natural Science Edition), 1997, 0(4) |
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| Authors: | Yang Ping |
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| Abstract: | With the method of elastic theoretical analysis a formula of walls deformation for using frozen walls to defend deep foundation pit is offered when considering practical soil-pressure and inner strat-beamsor anchorage cables. The calculation results of the formula are close to the test's. |
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| Keywords: | plane frozen walls deformation theoretic analysis simulation test |
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