沈阳农业大学学报2011，Vol.42Issue(3)：368-371,4.
基于条分法的铰接式混凝土砌块护坡稳定性分析
The Stability of Joint Concrete Blocks Slope Protection Based on Slice Method
摘要
Abstract
In this paper, the stability of articulated concrete block protected slope is being analyzed by using slice method. Firstly, calculated the stability of slope soil (no block) by using slice method. Secondly, calculated the stability of slope by improving slice method (take block into consideration), it is proved that Bishop slice method is more suitable after comparisons and analysis of these two method. Based on Bishop Slice method, the slope stability and safety coefficient with different slope angles and concrete block weight were further calculated. Results showed that the different slope angle, and blocks were not sensitive to the stability of protected slope.关键词
护坡/砌块/条分法/稳定性Key words
slope protection/ building block/ slice method/ stability分类
建筑与水利引用本文复制引用
张玉清,于广权,孙荣华,宓永宁..基于条分法的铰接式混凝土砌块护坡稳定性分析[J].沈阳农业大学学报,2011,42(3):368-371,4.基金项目
水利部公益性行业科研专项经费项目(200801040) （200801040）
辽宁省科技计划重大重点项目(2008212001) （2008212001）
