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| 基于亚塑性模型的软土地基沉降分析 | |
| 引用本文： | 刘谦敏,竺启泽,周星德. 基于亚塑性模型的软土地基沉降分析[J]. 山西建筑, 2012, 38(1): 41-43 |
| 作者姓名： | 刘谦敏 竺启泽 周星德 |
| 作者单位： | 1. 河海大学力学与材料学院,江苏南京,210098 2. 江苏华东工程设计有限公司,江苏南京,210007 3. 河海大学土木与交通学院,江苏南京,210098 |
| 基金项目： | 国家十一五科技支撑计划支持项目 |
| 摘 要： | 以HK模型为研究对象,为适合于软土地基上的路堤沉降计算,提出了修正的HK模型,给出了各参数的取值范围及实际应用中的注意事项,从计算结果来看,此方法不仅收敛性好,而且计算结果更加接近实际结果,最后,给出一个工程实例作了证明。 |
| 关 键 词： | 亚塑性 路堤 软土 沉降 |
Settlement analysis of soft ground based on hypoplastic constitutive model |
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| LIU Qian-min , ZHU Qi-ze , ZHOU Xing-de. Settlement analysis of soft ground based on hypoplastic constitutive model[J]. Shanxi Architecture, 2012, 38(1): 41-43 | |
| Authors: | LIU Qian-min ZHU Qi-ze ZHOU Xing-de |
| Affiliation: | LIU Qian-min ZHU Qi-ze ZHOU Xing-de |
| Abstract: | Based on the HK model,a modified HK model was proposed to adapt the settlement calculation of embankment on soft ground,given the range of parameters and cautions in the practical application.According to the calculation,the method in this article not only has good astringency but also calculates more close to the true value.Finally,it is proved from an engineering case. |
| Keywords: | hypoplasticity embankment soft clay settlement |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |