| 有限元法在高填方渠道湿陷性黄土地基设计中的应用 |
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| 引用本文： | 杨镇生,杨松.有限元法在高填方渠道湿陷性黄土地基设计中的应用[J].水科学与工程技术,2013(1):77-79. |
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| 作者姓名： | 杨镇生 杨松 |
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| 作者单位： | 1. 河北省南水北调工程建设管理局,石家庄,050035
2. 河北省水利水电第二勘测设计研究院,石家庄,050021 |
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| 摘 要： | 构建渠道有限元三维模型，模拟渠道填筑、蓄水和湿陷性黄土地基湿陷过程，测算地基湿陷区域、范围及深度的不同对渠道变形影响，进而完成各湿陷性黄土地基处理方案的评估设计。
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| 关 键 词： | 填方渠道 湿陷性黄土 有限元 三维模型 土挤密桩 |
Application of Finite Element Method in High Filled Channels of Collapsible Loess Foundation Design |
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| YANG Zhen-sheng
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YANG Song.Application of Finite Element Method in High Filled Channels of Collapsible Loess Foundation Design[J].Water Sciences and Engineering Technology,2013(1):77-79. |
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| Authors: | YANG Zhen-sheng YANG Song |
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| Affiliation: | 1.South-to-North Water Transfer Project in Hebei Province Bureau of Construction Management,Shijiazhuang 050035,China;2.Hebei Provincial Water Conservancy and Hydropower Second Survey and Design Institute,Shijiazhuang 050021,China) |
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| Abstract: | Constructing the finite element three-dimensional model of channel, simulating the channel filling, storage and collapsible loess foundation collapsibility progress , measuring the effect of foundation collapsible range and depth on channel deformation, and then completing the design and evaluation of collapsible loess foundation treatment scheme. |
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| Keywords: | filled channel collapsible loess finite element three-dimensional model soil compaction pile |
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