|本期目录/Table of Contents|

[1]张常亮,李同录,李萍.三维极限平衡法通用形式的建立及应用[J].地球科学与环境学报,2010,32(01):98-105.
　ZHANG Chang-liang,LI Tong-lu,LI Ping.Constitution and Application of Three-dimensional Limit Equilibrium General Form[J].Journal of Earth Sciences and Environment,2010,32(01):98-105.
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三维极限平衡法通用形式的建立及应用(PDF)
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《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第32卷
期数:
2010年第01期
页码:
98-105
栏目:
地质工程
出版日期:
2010-03-15

文章信息/Info

Title:
Constitution and Application of Three-dimensional Limit Equilibrium General Form
文章编号:
1672-6561(2010)01-0098-08
作者:
张常亮; 李同录; 李萍
(长安大学 地质工程与测绘学院,陕西 西安 710054)
Author(s):
ZHANG Chang-liang;  LI Tong-lu;  LI Ping
(School of Geological Engineering and Surveying, Chang'an University, Xi'an 710054, Shaanxi, China)
关键词:
三维极限平衡; 微条柱; 通用形式; 解析形式; 滑面强度参数
Keywords:
three-dimensional limit equilibrium;  differential column;  general form;  analytic form;  shearing strength parameter
分类号:
P642
DOI:
-
文献标志码:
A
摘要:
在满足边坡整体力平衡、力矩平衡以及边坡微条柱力平衡的条件下,提出了一个综合各种三维极限平衡法的通用形式,该通用形式包含3个表达式。通过这3个表达式利用已有方法的假定条件就可以得到原方法的表达形式,并将他们解析化,不仅大大降低了传统三维极限平衡法的计算工作量,还使得具体实现各种方法时,编程变得更方便,计算更简便,提高了计算效率。最后,通过经典算例,利用通用形式导出的各种方法的解析形式,分析了滑体宽度、滑面强度参数以及滑面剪切力方向对稳定系数的影响。结果表明,该通用形式是正确有效的。
Abstract:
On the base of the equilibrium of the whole force equilibrium of the slope, the whole moment equilibrium of the slope and the force equilibrium of the differential column, a general form of the three-dimensional limit equilibrium is calculated, and includes three equations. Through these equations and each assumption of the original methods, their analytic forms can be calculated. Thus, not only the computation quantities of the traditional method can be decreased greatly, but also the programming becomes very easy, and the computation efficiency also can be developed. At last, through the classical example and the analytic forms of the original methods, the effect of the sliding body width, the shearing strength parameters and the shearing force direction on the safety factor are analyzed. The result shows that the general form is valid.

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备注/Memo

备注/Memo:
收稿日期:2009-04-24
基金项目: 国家自然科学基金项目(40772181; 40972182)
作者简介: 张常亮(1979-),男,河南新乡人,讲师,工学博士,从事边坡稳定性分析和支挡结构设计研究。E-mail:zcl790823@163.com
更新日期/Last Update: 2010-03-20