| 桩式复合地基承载特性的研究 |
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| 引用本文： | 娄国充.桩式复合地基承载特性的研究[J].岩土力学,1998,19(1):70-74. |
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| 作者姓名： | 娄国充 |
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| 作者单位： | 石家庄铁道学院交通工程系!050043 |
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| 摘 要： | 以桩式复合地基为对象，将复合地基视为由垫层、桩和桩间土所组成的一个工作体系，考虑其各部分的工作特性及其相互影响，分析研究了复合地基的受荷机理，影响桩土应力比和复合地基承载力的诸多因素等。
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| 关 键 词： | 复合地基 应力-应变关系 沉降协调 桩土应力比 |
Study on the Bearing Capacity of the Pile-composite Foundation |
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| Lou Guochong.Study on the Bearing Capacity of the Pile-composite Foundation[J].Rock and Soil Mechanics,1998,19(1):70-74. |
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| Authors: | Lou Guochong |
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| Abstract: | In this paper, the object of study is piple-composite foundation which is regarded as an system composed of cushion, piles and soil. On the basis of the working characteristics of the parts of the composite foundation and interaction among them, the interaction principle is revealed and the factors which affect the pile-soil stress ratio and the bearing capacity are analysted. |
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| Keywords: | composite foundation stress-strain relation settlement compatibility pile-soil stress ratio |
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