|
|||||
|
|
| 反分析法在高速公路滑坡治理中的应用 | |
| 引用本文： | 彭圣平,徐畅,罗梅芳,程凯兵.反分析法在高速公路滑坡治理中的应用[J].土工基础,2006,20(2):19-22. |
| 作者姓名： | 彭圣平 徐畅 罗梅芳 程凯兵 |
| 作者单位： | 1. 湖北天门市公路管理局,431700 2. 湖北省公路局科研所,430000 3. 湖北孝感学院,432100 |
| 摘 要： | 在高速公路滑坡的稳定性分析及治理中,抗剪强度指标c、φ的取值至关重要。应用反分析法视滑坡为大型现场剪切试验,将整个滑体作为剪切试验体考虑,得出反映整个滑动带的合理的综合强度指标,克服了试验方法的不足,为进一步计算、评价、治理提供可靠的依据。 |
| 关 键 词： | 反分析 滑坡 抗剪强度指标 |
| 文章编号： | 1004-3152(2006)02-0019-04 |
| 修稿时间： | 2005年8月23日 |
Application of Anti-analysis in the Treatment of the Landslide of Expressways |
|
| PEN Sheng ping,XU Chang,LUO Mei fang,CHENG Kai bing.Application of Anti-analysis in the Treatment of the Landslide of Expressways[J].Soie Engineering and Foundation,2006,20(2):19-22. | |
| Authors: | PEN Sheng ping XU Chang LUO Mei fang CHENG Kai bing |
| Abstract: | The choose of shear strength index is very important in stability analysis and treatment of the landslide of expressway.The landside is considered as large shear tests by anti-analysis in this paper.And the shear strength,which can show the shear strength of the slide surface,is acquired.The method can overcome the shortcoming of traditional tests and provide reliable basis for further calculation,evaluation,and treatments. |
| Keywords: | anti-analysis landslide shear strength |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |