| 百色水利枢纽主坝坝基稳定综合分析研究 |
| |
| 引用本文： | 廖俊刚. 百色水利枢纽主坝坝基稳定综合分析研究[J]. 广西水利水电, 2004, 0(Z1): 79-82 |
| |
| 作者姓名： | 廖俊刚 |
| |
| 作者单位： | 广西水利电力勘测设计研究院,广西,南宁,530023 |
| |
| 摘 要： | 右江百色水利枢纽主坝坝基地质条件复杂。为此 ,对地基超载破坏模式、坝基渗流场控制、上下游蚀变带对坝基稳定安全的影响及处理措施、F6 断层的影响及处理措施等分析试验研究作了综合介绍及评价 ,结果表明 :在厚度为 12 5m的辉绿岩带上修建 13 0m高的百色RCC重力坝 ,其应力、变形、稳定是安全的
|
| 关 键 词： | 坝基 蚀变带 节理 断层 渗流场 应力场 百色水利枢纽 |
| 文章编号： | 1003-1510(2004)S0-0079-04 |
| 修稿时间： | 2004-02-17 |
Synthetic analysis and study of Baise main dam foundation stability |
| |
| LIAO Jun-gang. Synthetic analysis and study of Baise main dam foundation stability[J]. Gx Water Resources & Hydropower Engineering, 2004, 0(Z1): 79-82 |
| |
| Authors: | LIAO Jun-gang |
| |
| Abstract: | The geological condition of the Baise main dam foundation is complicated. Test and study are conducted for the foundation overload breaking mode, dam foundation seepage field control, the influence of upstream/downstream alteration zones on dam foundation safety / stability and treatment, the influence of F6 fault and treatment. Synthetic analysis and assessment demonstrate that it is safe in respects of stress, deformation and stability to construct the Baise RCC gravity dam of 130m high on the 125m-thick diabase zone. |
| |
| Keywords: | Dam foundation alteration zone joint fault seepage filed stress field Baise multipurpose dam project |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
