| 复合地基沉降计算 |
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| 引用本文： | 李红艳,随世忠,刘洪利. 复合地基沉降计算[J]. 山西建筑, 2009, 35(11): 97-98 |
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| 作者姓名： | 李红艳 随世忠 刘洪利 |
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| 作者单位： | 1. 河北工程大学土木工程学院,河北邯郸,056003
2. 中煤建筑公司第六十九工程处,河北邯郸,056003 |
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| 摘 要： | 介绍了柔性桩复合地基和刚性桩复合地基的复合模量计算方法，导出将剪切位移法引入复合地基压缩模量的计算变形模量的计算式；给出Boussinesq和Mindlin联合计算附加应力的方法，为复合地基沉降的计算提出了一种更准确的方法。
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| 关 键 词： | 沉降 复合模量 Mindlin应力解 |
Sedimentation calculating of composite foundation |
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| LI Hong-yan,SUI Shi-zhong,LIU Hong-li. Sedimentation calculating of composite foundation[J]. Shanxi Architecture, 2009, 35(11): 97-98 |
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| Authors: | LI Hong-yan SUI Shi-zhong LIU Hong-li |
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| Affiliation: | LI Hong-yan, SUI Shi-zhong, LIU Hong-li |
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| Abstract: | This article introduces composite modulus calculating method of flexible piles and inflexible piles.It inducts calculated mode of calculating informed modulus which imports shear displacement method into compressing modulus of composite foundation.It also gives calculating method on additional stress by using Boussinesq and Mindlin jointly,and provides a more accurate methods of calculating composite foundation. |
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| Keywords: | sedimentation composite modulus key of Mindlin stress |
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