| 地基承载力计算理论发展与应用 |
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| 引用本文： | 王岩松,张宏斌.地基承载力计算理论发展与应用[J].吉林工学院学报,2005,26(2):169-172. |
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| 作者姓名： | 王岩松 张宏斌 |
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| 作者单位： | [1]同济大学桥梁工程系，上海200092／／吉林省公路工程质量监督站，吉林长春130021 [2]吉林省公路工程质量监督站，吉林长春130021 |
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| 摘 要： | 通过对不同地基承载力计算理论的对比．分析了不同计算理论在工程实践中的适用性以及由于假定条件带来的局限性．论述了基于不同地质条件地基承载力的计算方法。针对共同作用理论本构模型类型和应用进行了初步探讨。
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| 关 键 词： | 地基 承载力 剪切 模型 应力 |
| 文章编号： | 1006-2939(2005)02-0169-04 |
| 修稿时间： | 2004年12月5日 |
Analysis and application of the calculation theory of carrying capacity of subgrades |
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| WANG Yan-song.Analysis and application of the calculation theory of carrying capacity of subgrades[J].Journal of Jilin Institute of Technology,2005,26(2):169-172. |
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| Authors: | WANG Yan-song |
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| Institution: | WANG Yan-song~ |
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| Abstract: | Through the comparison of different calculation theories of the carrying capacity of (subgrades), applicability of different calculation theories in the project practice and limitation due to different assumptions have been analyzed. The theories have been discussed on the basis of different geological conditions. A preliminary discussion has been put forward on the isomorphic model (together) with the cooperative functioning theory and its application. |
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| Keywords: | subgrades capacity shear model stress |
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