| 复合地基有效桩长的计算方法 |
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| 引用本文： | 齐伟军,杨海涛,赵艳秋.复合地基有效桩长的计算方法[J].黑龙江科技学院学报,2003,13(4):50-52. |
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| 作者姓名： | 齐伟军 杨海涛 赵艳秋 |
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| 作者单位： | 黑龙江科技学院,土木工程系,黑龙江,哈尔滨,150027 |
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| 摘 要： | 有效桩长是影响复合地基沉降变形的一个主要因素。针对有效桩长的经验计算不能准确反映复合地基的沉降变形现象，采用弹性理论与大量数据结合的方法，得出一个考虑多种因素的有效桩长计算方法，进而给出有效桩长的计算公式，以此来预估复合地基的有效桩长。
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| 关 键 词： | 地基 有效桩长 摩阻力 变形 弹性模量 |
| 文章编号： | 1671-0118(2003)04-0050-03 |
Discussion of calculation method of effective pile length of compound foundation |
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| QI Weijun,YANG Haitao,ZHAO Yanqiu.Discussion of calculation method of effective pile length of compound foundation[J].Journal of Heilongjiang Institute of Science and Technology,2003,13(4):50-52. |
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| Authors: | QI Weijun YANG Haitao ZHAO Yanqiu |
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| Abstract: | Effective pile length is the critical element affecting the sedimentation of compound foundation. The failure of the experience calculation of effective pile length to respond to the sedimentation deformation of compound foundation is overcome by combining the theory of elastic with a large quantity of measure dates. The paper introduces a calculation method of effective pile length that consider variety factors, gives the calculation formula of effective pile length, and uses this formula of effective pile length to estimate the effective pile length of compound foundation. |
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| Keywords: | foundation effective pile length friction deformation elastic modulus |
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