| 基于弹塑性分析的堤岸分期施工模拟 |
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| 引用本文： | 戚科骏,宰金珉,王旭东,梅国雄,张云军,王伟. 基于弹塑性分析的堤岸分期施工模拟[J]. 岩土力学, 2004, 25(Z2): 271-274 |
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| 作者姓名： | 戚科骏 宰金珉 王旭东 梅国雄 张云军 王伟 |
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| 作者单位： | 1. 南京工业大学,土木工程学院,江苏,南京,210096
2. 河海大学,岩土所,江苏,南京,210005 |
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| 摘 要： | 根据堤岸结构分期施工的特点,以有限单元法为分析手段,取用土体为Mohr-Coulomb模型,基于弹塑性算法,分析模拟了堤岸分期施工的整个过程.同时作为对比,将分期施工的堤岸转化为等效荷载作用于地基土体,进行了有限元分析计算.两种方式的计算结果表明,采用分期施工模拟的方式更接近于实际,其结果用于设计和施工更为安全.
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| 关 键 词： | 分期施工 Mohr-Coulomb模型 弹塑性 有限元 |
| 文章编号： | 1000-7598-(2004)增-0271-04 |
| 修稿时间： | 2004-04-30 |
Simulation of the construction of the bank based on the elastic-plastic analysis |
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| QI Ke-jun,ZAI Jin-min,WANG Xu-dong,MEI Guo-xiong,ZHANG Yun-jun,WANG Wei. Simulation of the construction of the bank based on the elastic-plastic analysis[J]. Rock and Soil Mechanics, 2004, 25(Z2): 271-274 |
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| Authors: | QI Ke-jun ZAI Jin-min WANG Xu-dong MEI Guo-xiong ZHANG Yun-jun WANG Wei |
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| Affiliation: | QI Ke-jun1,ZAI Jin-min1,WANG Xu-dong1,MEI Guo-xiong1,ZHANG Yun-jun1,WANG Wei2 |
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| Abstract: | According to the property of the construction of the bank, the soil is regarded as the Mohr-Coulomb model. And with the elastic-plastic algorithm, the whole procedure of the construction of the bank at different stage is simulated with the method of FEM. And for the comparison, the bank constructing at different stages is regarded as the equivalent load acted on the foundation. With this method, the computation based on the FEM is accomplished. The results of these two ways show that the method based on the construction at different stage is near to the reality and is more safe to be used for the design and construction. |
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| Keywords: | construction at different stage Mohr-Coulomb model elastic-plastic FEM |
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