| 局部剪切破坏模式下地基极限承载力的研究 |
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| 引用本文： | 吴雄志,王育德.局部剪切破坏模式下地基极限承载力的研究[J].工业建筑,2003,33(2):41-42,55. |
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| 作者姓名： | 吴雄志 王育德 |
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| 作者单位： | 河北建筑科技学院,邯郸,056038 |
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| 摘 要： | 基于土的极限平衡理论 ,探讨了局部剪切破坏模式下地基极限承载力的计算方法 ,并有效地解释了试验中所观察到的承载力系数的影响因素
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| 关 键 词： | 局部剪切破坏 地基极限承载力 |
STUDY ON THE ULTIMATE BEARING CAPACITY OF GROUND UNDER LOCAL SHEAR FAILURE MODEL |
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| Wu Xiongzhi,Wang Yude.STUDY ON THE ULTIMATE BEARING CAPACITY OF GROUND UNDER LOCAL SHEAR FAILURE MODEL[J].Industrial Construction,2003,33(2):41-42,55. |
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| Authors: | Wu Xiongzhi Wang Yude |
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| Affiliation: | Hebei Institute of Architectural Science & Technology\ Handan 056038 |
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| Abstract: | Based on the limit equilibrium theory of soil,this paper studies the calculation method of ground ultimate bearing capacity under local shear failure model,and the effect factor of the bearing capacity factor observed in tests is also explained. |
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| Keywords: | local shear failure ultimate bearing capacity of ground |
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