| 昔格达组场地上高大结构型挡土墙的离心加载试验研究 |
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| 引用本文： | 刘维宁,张师德,吴邦颖.昔格达组场地上高大结构型挡土墙的离心加载试验研究[J].岩石力学与工程学报,1995,14(4):362-362. |
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| 作者姓名： | 刘维宁 张师德 吴邦颖 |
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| 作者单位： | 北方交通大学土建系，上海铁道大学土木系 |
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| 摘 要： | 介绍了用离心加载模型试验方法研究昔格达组粘性土场地上高大结构型挡土墙的变位性态及土压力分布模式，并将试验结果与设计规范进行了对比分析。在此基础上提出了这种情况下挡土墙压力分布模式的建议，其结果对于昔格达组粘性土场地上高大挡土墙的设计工作发挥了较大的指导作用。
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| 关 键 词： | 挡土墙 离心加载 模拟试验 昔格达组 |
| 收稿时间： | 1994-1-13 |
| 修稿时间： | 1994-12-20 |
A CENTRIFUGAL MODEL TEST AND ITS ANALYSIS OF THE LARGE RETAINING WALL ON CLAY ROCK STRATUM |
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| Liu Weining.A CENTRIFUGAL MODEL TEST AND ITS ANALYSIS OF THE LARGE RETAINING WALL ON CLAY ROCK STRATUM[J].Chinese Journal of Rock Mechanics and Engineering,1995,14(4):362-362. |
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| Authors: | Liu Weining |
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| Abstract: | This paper introduces a centrifugal model of test and its analysis of the large retaining wall on clay rock stratum.There are 15 groups of model tests for different types ofretaining wall are made with a special centrifugal test equipment.The testing results arethen studied compared with finite element analysis as well as empirical method.As a result,a model of earth pressure for the design of the retaining wall is put forward and hasplayed an effective role in practice. |
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| Keywords: | retaining wall centrifugal model test earth pressure clay rock stratum |
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