[1]徐青松,刘兴荣,王东坡*,等.基于遗传算法的反倾层状岩质边坡极限分析上限解[J].山地学报,2019,(02):295-302.[doi:10.16089/j.cnki.1008-2786.000423]
　XU Qingsong,LIU Xingrong,WANG Dongpo*,et al.Upper Bound Limit Analysis of Counter-Tilted Rock Slope Based on Genetic Algorithm[J].Mountain Research,2019,(02):295-302.[doi:10.16089/j.cnki.1008-2786.000423]
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基于遗传算法的反倾层状岩质边坡极限分析上限解()
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《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2019年02期
页码:
295-302
栏目:
山地技术
出版日期:
2019-04-25

文章信息/Info

Title:
Upper Bound Limit Analysis of Counter-Tilted Rock Slope Based on Genetic Algorithm
文章编号:
1008-2786-(2019)2-295-08
作者:
徐青松1; 2; 刘兴荣3; 王东坡4*; 欧阳朝军1
1.中国科学院、水利部成都山地灾害与环境研究所,成都 610041; 2.中国科学院大学,北京 100049; 3.甘肃省科学院 地质自然灾害防治研究所,兰州730000; 4. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室, 成都 610059
Author(s):
XU Qingsong1; 2; LIU Xingrong3; WANG Dongpo4*; OUYANG Chaojun1
1.Institute of Mountain Hazards and Environment, CAS, Chengdu 610041, China; 2.University of Chinese Academy of Sciences, Beijing 100049, China; 3.Gansu Academy of Sciences, Lanzhou 730000, China; 4.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China
关键词:
反倾岩质边坡;  极限分析上限解;  遗传算法;  最优折断面
Keywords:
counter-tilted rock slope;  upper bound limit analysis;  genetic algorithm;  optimal fracture
分类号:
TU457
DOI:
10.16089/j.cnki.1008-2786.000423
文献标志码:
A
摘要:
倾倒破坏是反倾层状边坡主要的失稳类型之一,而当反倾层状边坡内存在软弱夹层、外倾结构面等因素时,传统的纯剪断或纯折断破坏将不再适用,如何有效地建立一种该类型边坡的稳定性分析方法对边坡工程设计显得尤为重要。在此基础上,本文针对反倾层状岩质边坡平动-转动组合破坏问题,利用塑性极限分析上限定理,结合相关联流动法则和变形协调条件建立容许运动场,构建考虑平动加转动的岩质边坡稳定性极限分析理论计算模型,进一步采用遗传优化算法进行全局极值搜索,得到基于遗传算法的平动加转动岩质边坡极限分析稳定性系数上限解和相应的最优折断面。采用该方法与改进的Goodman-Bray方法进行对比,计算结果表明所提方法具有一定的适用性。同时利用该方法,对反倾岩质边坡的稳定性影响因素进行了敏感性分析。
Abstract:
Toppling failure is one of the main instability types of anti-dip layered slope. Nevertheless, when anti-dip layered slope contains weak interlayer, extroversion structural plane and others, pure shear model or pure fracture failure model will not be applicable. On the contrary, it is important to establish a simple and reasonable method to analyse the stability of anti-dip slope stability for slope engineering design. The failure model with the motion of translation and rotation simultaneously occurs in counter-tilted rock slope. However, it remains unclear how the geomechanical model is established. Firstly, the upper bound theory of plastic limit analysis was used to establish the admissible motion field by combining the related flow rule and the compatibility condition of deformation. Based on the condition that the external force power was equal to the internal energy loss rate in the plastic deformation zone, the virtual power equation was then established. In addition, the objective function of slope stability was obtained by strength reduction. The genetic optimization algorithm was furtherly used in order to obtain upper bound solution and optimal fracture surface through an extremum searching. Thus, a genetic algorithm based upper bound method for limit analysis of rock slope with translational and rotational motion was proposed. Our results demonstrate that the proposed method is reasonable and efficient compared to Goodman-Bray solution. Meanwhile, the proposed approach in this paper was implemented to analyse the parameter sensitivity of slope stability.

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备注/Memo

备注/Memo:
收稿日期(Received date):2018-06-21; 改回日期(Accepted data):2019-02-07
基金项目(Foundation item):国家重点研发计划(2017YFC1501003); 甘肃省科学院与中科院合作项目(2017HZ-03); 四川省教育厅科技计划项目(18ZA0043)。 [National Key R&D Program of China(2017YFC1501003); Cooperation Project Between Gansu Academic and Chinese Academic Science(2017HZ-03); The Projects of the Sichuan Department of Education(18ZA0043)]
作者简介(Biography):徐青松(1993-),男,四川宣汉人,硕士研究生,主要研究方向:山地灾害数值模拟。[XU Qingsong(1993-),male, born in Yibin, Sichuan Province, M.Sc. candidate, research on numeric simulation of mountain disaster] E-mail: 1342071344@qq.com
*通讯作者(Corresponding author):王东坡(1984-),男,甘肃天水人,副教授,主要研究方向:山地灾害机制分析及防治。[WANG Dongpo(1984-),male, born in Tianshui, Gansu Province, associate professor, research on mechanism and mitigation technology of mountain disaster] E-mail: wangdongpo2014@cdut.edu.cn
更新日期/Last Update: 2019-03-30