| 安徽沿江高速公路大渡口段软土路基工程地质评价 |
| |
| 引用本文： | 刘必胜. 安徽沿江高速公路大渡口段软土路基工程地质评价[J]. 合肥工业大学学报(自然科学版), 2005, 28(8): 922-925 |
| |
| 作者姓名： | 刘必胜 |
| |
| 作者单位： | 合肥工业大学,管理学院,安徽,合肥,230009 |
| |
| 摘 要： | 文章对沿江高速公路大渡口段软土路基的沉降和路堤稳定性进行了计算和工程地质评价,首先用分层总和法进行总沉降量计算,然后利用单向固结理论进行工后沉降计算;计算结果表明,软土路基工后沉降不能满足设计要求,必须对其进行处理,而填土路堤稳定性分析结果说明该段路堤是稳定的。
|
| 关 键 词： | 软土 工程地质问题 工后沉降 固结 路堤稳定性 |
| 文章编号： | 1003-5060(2005)08-0922-04 |
| 修稿时间： | 2005-03-22 |
Geotechnical evaluation of the soft soil ground in the Dadukou section of the highway along Yangtze River in Anhui Province |
| |
| LIU Bi-sheng. Geotechnical evaluation of the soft soil ground in the Dadukou section of the highway along Yangtze River in Anhui Province[J]. Journal of Hefei University of Technology(Natural Science), 2005, 28(8): 922-925 |
| |
| Authors: | LIU Bi-sheng |
| |
| Abstract: | Based on the original data of the geotechnical investigation, the subsidence of the soft soil ground in the Dadukou section of the highway along Yangtze River in Anhui Province is calculated with the layer-summation method and the one dimensional consolidation theory,and the analysis of slope stability is carried out. The results show that the post-subsidence of the roadbed can not meet the requirement of design and need to be changed,while the embankment is stable. |
| |
| Keywords: | soft soil geotechnical problem post-subsidence consolidation embankment stability |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
