| 散粒体间接触面单剪试验及数值模拟 |
| |
| 引用本文： | 胡黎明,马杰,张丙印. 散粒体间接触面单剪试验及数值模拟[J]. 岩土力学, 2008, 29(9): 2319-2322 |
| |
| 作者姓名： | 胡黎明 马杰 张丙印 |
| |
| 作者单位： | 1. 清华大学 水利水电工程系 北京 100084；2. 清华大学 水沙科学与水利水电工程国家重点试验室, 北京 100084； 3. 山东省交通规划设计院，济南 250031 |
| |
| 基金项目： | 教育部跨世纪优秀人才培养计划，北京市科技新星计划项目 |
| |
| 摘 要： | 完成了两种散粒体间接触面的单剪试验，对试验过程进行了有限元数值模拟，对比了刚塑性、理想弹塑性和Clough-Duncan接触面本构模型对计算结果的影响，并分析了计算模型的破坏过程。计算取得了与试验基本一致的接触面破坏规律。结果表明，用刚塑性模型描述两种散粒体间接触面的本构关系是合理的。
|
| 关 键 词： | 接触面 单剪试验 数值模拟 刚塑性模型 |
| 收稿时间： | 2006-10-08 |
Simple shear test and numerical simulation of interfaces between granular materials |
| |
| HU Li-ming,MA Jie,ZHANG Bing-yin. Simple shear test and numerical simulation of interfaces between granular materials[J]. Rock and Soil Mechanics, 2008, 29(9): 2319-2322 |
| |
| Authors: | HU Li-ming MA Jie ZHANG Bing-yin |
| |
| Affiliation: | 1. Department of Hydraulic and Hydropower Engineering, Tsinghua University, Beijing 100084, China; 2. State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua University, Beijing 100084, China; 3. Shandong Provincial Communications Planning & Designing Institute, Jinan 250031, China |
| |
| Abstract: | Simple shear tests for the soil-soil interface are conducted；and numerical simulation is performed to model the testing process. The different interface constitutive models, such as rigid-plastic, elastoplastic and Clough-Duncan nonlinear elastic models, are used in the numerical analysis; and the failure mode of interfaces is investigated. The calculation results agree well with the test results; and it is shown that the rigid-plastic model is suitable to describe the soil-soil interface. |
| |
| Keywords: | interfaces simple shear test numerical simulation rigid-plastic model |
| 本文献已被 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩土力学》浏览原始摘要信息 |
|
点击此处可从《岩土力学》下载全文 |
