| 粘性类土的起动模式研究 |
| |
| 引用本文： | 黄岁梁,陈稚聪.粘性类土的起动模式研究[J].水动力学研究与进展(A辑),1997,12(1):1-7. |
| |
| 作者姓名： | 黄岁梁 陈稚聪 |
| |
| 作者单位： | [1]北京师范大学环境模拟与污染控制国家重点联合实验室 [2]清华大学水利水电系泥沙研究室 |
| |
| 基金项目： | 三峡重大科学基金，北京师范大学青年教师基金资助项目 |
| |
| 摘 要： | 本文回顾了粘性类土起动临界条件现有的研究成果，讨论了研究中存在的难点和不足。通过和土力学中粘性土边坡滑动稳定分析类比，认为河流中粘性类土的起动分析可借鉴土力学中粘性土边坡稳定分析的研究成果。在此基础上，提出一种粘性类土的起动分析的新模式。初步的讨论表明，此模式是正确的。关于此模式的具体应用将有续文进一步讨论。
|
| 关 键 词： | 粘性类土 土力学 起动模式 泥沙起动 |
Study on Starting Model of Clay of all Types |
| |
| Huang Sui-liang.Study on Starting Model of Clay of all Types[J].Journal of Hydrodynamics,1997,12(1):1-7. |
| |
| Authors: | Huang Sui-liang |
| |
| Abstract: | Present results of critical starting condition for clay of all types are reviewed in the paper. Difficulties and deficiencies of studying the starting condition for clay of all types are discussed. It is considered that there is an analogy between the way clay starts in fluvial rivers and the way slope of clay slides failure in soil mechanics. Therefore,a new starting model for clay of all types is proposed. It is indicated through a preliminary research that model is correct. Application of the new model will be discussed in another paper. |
| |
| Keywords: | clay of all types starting model |
| 本文献已被 CNKI 维普 等数据库收录！ |
