|Table of Contents|

New Stability Analysis Method for High Cutting Loess Slope —Quick Search Method for Special Slide Surface(PDF)

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

Issue:
2008年第02期
Page:
188-191
Research Field:
水资源与地质工程
Publishing date:

Info

Title:
New Stability Analysis Method for High Cutting Loess Slope —Quick Search Method for Special Slide Surface
Author(s):
ZHENG Liang-fei1SHE Xue-sen1YE Wan-jun2
1. Key Laboratory for Special Area Highway Engineering o f Ministry o f Education, Changan University, Xian 710064, Shaanxi, China; 2. Department o f Geological and Environmental Engineering, Xian University o f Science and Technology, Xian 710054, Shaanxi, China)
Keywords:
loess high slope damage face of parabola shape method for stability analysis
PACS:
P931.2
DOI:
-
Abstract:
The characteristics of high cutting loess slope determine the special character of its siding surface when it is in unstable condition. It is discovered that the sliding surface on the section along slope shows L-shape. There is a big difference between calculation result and the real situation when computing by the conception of traditional safty coefficient. The mathematic method is used to simplify the sliding surface of high loess slope as “parabola” shape, the formula for stability analysis is educed, and the method for quickly searching the special silding surface is established. The aplication results show that this method can overcome the disadvantage of other methods.

References:

[1] 赵学勐 , 陈运理 .考虑垂直裂隙影响的均质黄土挖 方边坡稳定 性分析[J] .岩土工程学报 , 1981 , 3(3):43-49 .
[2] 长安大学.铜黄公路黄土高边坡性状分析与治理对策研究[R] . 西安 :陕西省交通厅 , 2002 .
[3] 周欣华 , 党进谦 , 李 靖 .黄土边 坡及其稳 定分析图 简介[J] . 西北农业大学学报 , 1999 , 27(2):101-104 .
[4] 徐 军 , 刘东升 , 郑颖人 .具有高次 非线性和 复杂性功 能函数 的岩土工程可靠 度分 析[J] .岩石 力学 与工 程学 报 , 2001 , 20 (2):160-163 .
[5] 吉 锋 , 刘汉超 .渐进性破坏随机法在边坡稳定性 分析中的应 用[J] .水文地质工程地质 , 2004 , 31(3):62-65 .
[6] Donald , Chen Z Y.S lope St abilit y Analysis by Upper Bound Approach[J] .Fundament al s and Meth od s , 1997 , 34 :853- 862 .
[7] 时卫民 , 叶晓明 , 郑颖 人 .阶梯形 边坡的稳 定性分析[J] .岩石 力学与工程学报 , 2002 , 21(5):698-701 .
[8] 王东耀 , 折学森 , 叶万军 .基于可拓 工程法的 黄土路堑 边坡稳 定性评价方法[J] .地球科学与环境学报 , 2006 , 28(3):57-60 .
[9] 叶万军 , 折学森 , 陈志新 , 等 .基于可靠度理论的黄 土高边坡优 化设计[J] .地球科学与环境学报 , 2005 , 27(2):82-85 .

Memo

Memo:
-
Last Update: 2008-06-20