| 建筑地基沉降计算方法的评价 |
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| 引用本文： | 门楷.建筑地基沉降计算方法的评价[J].青岛理工大学学报,2006,27(5):30-33. |
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| 作者姓名： | 门楷 |
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| 作者单位： | 青岛理工大学,青岛,266033 |
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| 摘 要： | 对建筑地基沉降计算的几种方法进行了评价.指出压缩模量计算地基沉降存在着剪刀型错误;关于本构模型,由于土性参数的获得非常困难,因而在工程中难以应用;弦线模量法经过工程实践检验,是计算地基沉降较为可靠的方法.
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| 关 键 词： | 建筑地基沉降 计算方法 评价 |
| 修稿时间： | 2005年9月25日 |
Assessment of calculating methods of subsoil deformation |
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| MEN Kai.Assessment of calculating methods of subsoil deformation[J].Journal of Qingdao Technological University,2006,27(5):30-33. |
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| Authors: | MEN Kai |
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| Abstract: | This paper discusses the assessment upon some calculating methods of subsoil deformation and at the some time points out that a scissor-like error exists in the calculation of subsoil deformation by pressure mold quantity.The constitutive mold because it is very difficult to be applied in the construction practice is hard to be obtained.The chord mold quantity is the more dependable to compute the subsoil deformation through the examination by exercise of construction |
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| Keywords: | subsoil deformation of building calculating method assessment |
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