[1]XIANG Xian-chao,TU Peng-fei.Searching for Slip Surface and Stability Analysis of Colluvial Slope[J].Research of Soil and Water Conservation,2009,16(04):60-62,67.
Copy
Searching for Slip Surface and Stability Analysis of Colluvial Slope
Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume:
16
Number of periods:
2009 04
Page number:
60-62,67
Column:
Public date:
2009-08-20
- Title:
- Searching for Slip Surface and Stability Analysis of Colluvial Slope
- Keywords:
- slip erosion; colluvial slope; stability analysis; slip surface
- CLC:
- P642.22
- DOI:
- -
- Abstract:
- Colluvial landslide deposit material is much different from homogeneous and continuous soil. And the properties of reservoir bank will be changed greatly with water level changing. Colluvial landslides distribute in the world widely, especialy in the Three Gorges Reservoir area. In order to make an accurate evaluation of the stability analysis, a geological exploration and optimization method is developed for searching for the critical slip surface. And the method is applied to a Three Gorges Reservoir bank slope stability analysis. The result showed the method could find out the critical slip surface exactly, then the stability of colluvial slope could be estimated correctly.
- References:
-
[1] 中华人民共和国建设部.岩土工程勘察规范(GB50021-2000)[S].北京:中国建筑工业出版,2002.
[2] 《工程地质手册》编写委员会.工程地质手册[S].北京:中国建筑工业出版社,1992.
[3] 油新华.土石混合体随机结构模型及其应用研究[D].北京:北京交通大学,2001.
[4] Xiao Li,Qiulin Liao,Jianming He.In-situ Tests and Stochastic Structural Model of Rock and Soil Aggregate in the Three Gorges ReservoirArea [J].International Journal of RockMechanics and Mining Sciences,2004,41(3):494-499.
[5] 李正川,刘贵应.三峡库区堆积层滑坡特性及其稳定性分析评价[J].科技咨询导报,2007(25):59.
[6] 廖红建,高石夯,盛谦,等.渗透系数与库水位变化对边坡稳定性的影响[J].西安交通大学学报,2006,40(1):88-92.
[7] 王发读.浅层堆积物滑坡特征及其与降雨的关系初探[J].水文地质工程地质,1995(1):20-23.
[8] 林卫烈,杨舜成.滑坡与降雨量相关性研究[J].福建水土保持,2003,15(1):28-33.
[9] 夏元友,李梅.边坡稳定性评价方法研究及发展趋势[J].岩石力学与工程学报,2002,21(7):1087-1091.
[10] 王成华,夏绪勇.边坡稳定分析中的临界滑动面搜索方法述评[J].四川建筑科学研究,2002,28(3):34-39.
- Similar References:
Memo
-
Last Update:
1900-01-01