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[an error occurred while processing this directive]Reliability Analysis and Sampling Method Comparison of Jinjiling Rock Slope Based on Stochastic Response Surface Method
Received date: 2017-09-20
Revised date: 2018-01-26
Online published: 2018-07-28
The non-invasive analysis model of Jinjiling rock slope stability is established based on the finite element sliding stress method and Hermite stochastic response surface method.The influence of four typical sampling methods like uniform sampling,LHS sampling,improved LHS sampling and stratified sampling on the random response surface’s fitting accuracy,slope failure probability and statistical characteristics of safety factor are studied.The results indicate that:(1)Jinjiling rock slope’s failure probability is about 18.4%,which is dangerous and needs proper support and reinforcement measures.(2)The random response surfaces constructed by LHS sampling and improved LHS sampling have better fitting accuracy,and the sampling allocation effect is better than that of stratified sampling and uniform design sampling.(3)It is suggested that the sampling allocation of random response surface should be calculated by improved LHS sampling or LHS sampling in the process of non-intrusive random analysis of slope reliability.
. Reliability Analysis and Sampling Method Comparison of Jinjiling Rock Slope Based on Stochastic Response Surface Method[J]. Gold Science and Technology, 2018 , 26(3) : 297 -304 . DOI: 10.11872/j.issn.1005-2518.2018.03.297
SHENG Jianlong,ZHAI Mingyang.Reliability Analysis and Sampling Method Comparison of Jinjiling Rock Slope Based on Stochastic Response Surface Method[J].Gold Science and Technology,2018,26(3):297-304.盛建龙,翟明洋.基于随机响应面法的金鸡岭岩质边坡可靠度分析及抽样方法对比[J].黄金科学技术,2018,26(3):297-304.
SHENG Jianlong,ZHAI Mingyang.Reliability Analysis and Sampling Method Comparison of Jinjiling Rock Slope Based on Stochastic Response Surface Method[J].Gold Science and Technology,XXXX,XX(XX):297-304.
1 |
蒋水华. 水电工程边坡可靠度非侵入式随机分析方法[D].武汉:武汉大学,2014.
|
2 |
陈虬. 随机有限元法及其工程应用[M].成都:西南交通大学出版社,1993.
|
3 |
李典庆,蒋水华. 边坡可靠度非侵入式随机分析方法[M].北京:科学出版社,2016.
|
4 |
|
5 |
蒋水华,李典庆,黎学优,等. 锦屏一级水电站左岸坝肩边坡施工期高效三维可靠度分析[J].岩石力学与工程学报,2015,34(2):349-361.
|
6 |
李典庆,蒋水华,周创兵. 基于非侵入式随机有限元法的地下洞室可靠度分析[J].岩土工程学报,2012,34(1):123-129.
|
7 |
胡冉,陈益峰,李典庆,等. 心墙堆石坝渗透稳定可靠性分析的随机响应面法[J].岩土力学,2012,33(4):1051-1060.
|
8 |
|
9 |
张璐璐. 岩土工程可靠度理论[M].上海:同济大学出版社,2011.
|
10 |
李典庆,周创兵,陈益峰,等. 边坡可靠度分析的随机响应面法及程序实现[J].岩石力学与工程学报,2010,29(8):1513-1523.
|
11 |
杨绿峰,杨显峰,余波,等. 基于逐步回归分析的随机响应面法[J].计算力学学报,2013,30(1):88-93.
|
12 |
胡冉,李典庆,周创兵,等. 基于随机响应面法的结构可靠度分析[J].工程力学,2010,27(9):192-200.
|
13 |
蒋水华,李典庆,曹子君,等. 考虑参数空间变异性的边坡系统可靠度分析[J].应用基础与工程科学学报, 2014(5):841-855.
|
14 |
方开泰. 均匀设计与均匀设计表[M].北京:科学出版社,1994.
|
15 |
张崎. 基于Kriging方法的结构可靠性分析及优化设计[D].大连:大连理工大学,2005.
|
16 |
张巍峰,车延博,刘阳升. 电力系统可靠性评估中的改进拉丁超立方抽样方法[J].电力系统自动化,2015,39(4):52-57.
|
17 |
刘鹏. 基于改进拉丁超立方重要抽样方法的结构可靠性分析[D].广州:暨南大学,2016.
|
18 |
曹春野. 基于改进的拉丁超立方参数随机地下水数值模拟研究[D].北京:中国地质大学(北京),2015.
|
19 |
|
20 |
|
/
〈 |
|
〉 |