Modern Civil and Structural Engineering
The Stability and Design Optimization of Qiyun Pit Slope Based on Reliability Theory
Download PDF (459.4 KB) PP. 11 - 17 Pub. Date: April 3, 2018
Author(s)
- Ding Jihui*
Department of Civil Engineering, College of Civil Engineering and Architecture, Hebei University, Baoding, 071002, China - Xiang Mengjia
Department of Civil Engineering, College of Civil Engineering and Architecture, Hebei University, Baoding, 071002, China - Shen Yu
Supervision office, Shanghai Electronics Industry School, Minhang District, Shanghai 200240, China - Wei Yaxing
Department of Civil Engineering, Colege of Civil Engineering and Architecture, Hebei University, Baoding, 071002, China - Huang Jie
Department of Civil Engineering, Colege of Civil Engineering and Architecture, Hebei University, Baoding, 071002, China
Abstract
Keywords
References
[1] Han Xiaofeng, Chen Haijun. “Non-probabilistic reliability analysis based on the ellipsoidal model of rock slope stability,” Journal of Xihua University(Natural Science), 2015, 34(6):96-100.
[2] Chen Guoqing, Huang Runqiu, Shi Yuchuan, et al. “Stability analysis of slope based on dynamic and whole strength reduction methods,” Chinese Journal of Rock Mechanics and Engineering, 2014, 33(2):243-256.
[3] Cao Wengui, Zhang Yongjie. “Non-probabilistic fuzzy reliability analysis of slope stability based on interval interconnection method,” China Civil Engineering Journal, 2007, 40(11):64-69.
[4] Ma Chunhui, Yang Jie, Chen Lin, et al. “Slope stability analysis based on HS-RVM with mixed kernel,” Chinese Journal of Rock Mechanics and Engineering, 2017(a01):3409-3415.
[5] Johari A, Javadi A A. “Reliability assessment of infinite slope stability using the jointly distributed random variables method,” Scientia Iranica, 2012, 19(3):423-429.
[6] Yu Shengfei, Chen Zhengyu, Zhang Mingrui, et al. “Interval analysis model of geomaterial parameters for uncertainties in slope stability assessment,” Journal of Engineering Geology, 2012, 20(2):228-233.
[7] Kang Jianchao. “Non-probabilistic Reliability Studies of Tunnel Lining Systems Based on Interval Theory,” Shijiangzhuang Tiedao University, 2016.
[8] Tu Yiqiang, Wang Jingquan, Jiang Kebin. “Non-probabilistic Reliability Analysis of Structural System Based on Interval Analysis,” Journal of PLA University of Science and Technology: Natural Science Edition, 2003, 4(2):48-51
[9] Lai Yongbiao, Hu Renxi, Huang Shuzhen. “ANSYS 11.0 typical example of finite element analysis of civil engineering,” Electronic Industry Press, 2007.
[10] Jin Fucheng. “Research on failure criterias and critical slip surfaces of rockmass slope,” Hehai University, 2007
[11] Yu Shengfei. “The research of stability analysis and non-probabilistic reliability evaluation of slopes based on interval uncertainty medthod,” Nanjing University, 2012.