Analysis of global stability of soil nailing bracing structures in non-homogeneous soil

被引：0
|
作者：
Ding, Min [1 ]
Zhang, Yong-Xing [1 ,2 ]
Wang, Hui [3 ]
机构：
[1] College of Civil Engineering, Chongqing University, Chongqing 400045, China
[2] Key Laboratory of New Technology for Construction of China in Mountainous Area, Chongqing University, Chongqing 400045, China
[3] Chongqing Expressway Group Co. Ltd., Chongqing 401121, China
来源：
Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering | 2012年 / 34卷 / 02期
关键词：
Soils - Stability - Safety factor;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Based on Swedish slices limited equilibrium method, a new computation formula of stability safety factor is presented for interior stability analysis of soil nailing wall in non-homogeneous soil. A new genetic algorithm is put forward by adopting dynamic self-adaptive technology and nonstandard genetic operators. Applying the dynamic self-adaptive technology and nonstandard genetic operators into the field of soil-nailing wall interior stability analysis, the dynamic adaptive genetic algorithm for searching the arbitrary critical slip surface is established. It is shown that the dynamic adaptive genetic algorithm has better performance in finding optimal solution, quicker convergence than traditional algorithm as well as more reasonable results.
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页码：84 / 89
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