Risk identification, assessment and monitoring design of high cutting loess slope in heavy haul railway

被引:5
作者
Zhang, Qian [1 ]
Gao, Yang [1 ]
Zhang, Hai-xia [2 ]
Xu, Fei [1 ]
Li, Feng [1 ]
机构
[1] Shijiazhuang Tiedao Univ, Key Lab Struct Hlth Monitoring & Control, Shijiazhuang, Hebei, Peoples R China
[2] Beijing Gen Municipal Engn Design & Res Inst Co L, Beijing, Peoples R China
来源
STRUCTURAL MONITORING AND MAINTENANCE | 2018年 / 5卷 / 01期
基金
中国国家自然科学基金;
关键词
loess cutting slope; risk assessment; attribute recognition; geological hazard monitoring;
D O I
10.12989/smm.2018.5.1.067
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The stability of cutting slope influences the safety of railway operation, and how to identify the stability of the slope quickly and determine the rational monitoring plan is a pressing problem at present. In this study, the attribute recognition model of risk assessment for high cutting slope stability in the heavy haul railway is established based on attribute mathematics theory, followed by the consequent monitoring scheme design. Firstly, based on comprehensive analysis on the risk factors of heavy haul railway loess slope, collapsibility, tectonic feature, slope shape, rainfall, vegetation conditions, train speed are selected as the indexes of the risk assessment, and the grading criteria of each index is established. Meanwhile, the weights of the assessment indexes are determined by AHP judgment matrix. Secondly, The attribute measurement functions are given to compute attribute measurement of single index and synthetic attribute, and the attribute recognition model was used to assess the risk of a typical heavy haul railway loess slope, Finally, according to the risk assessment results, the monitoring content and method of this loess slope were determined to avoid geological disasters and ensure the security of the railway infrastructure. This attribute identification-risk assessment-monitoring design mode could provide an effective way for the risk assessment and control of heavy haul railway in the loess plateau.
引用
收藏
页码:67 / 78
页数:12
相关论文
共 14 条
[1]  
Cheng Q.S., 1997, SYSTEMS ENG THEORY P, V33, P12
[2]  
Du K., 2015, THESIS
[3]  
[李宏男 Li Hongnan], 2002, [地震工程与工程振动, Earthquake Engineering and Engineering Vibration], V22, P82
[4]  
Luo Y, 1998, METHOD RISK ASSESSME
[5]  
[钱七虎 QIAN Qihu], 2008, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V27, P649
[6]   The effects of slope length and slope gradient on the size distributions of loess slides: Field observations and simulations [J].
Qiu, Haijun ;
Cui, Peng ;
Regmi, Amar Deep ;
Hu, Sheng ;
Wang, Xingang ;
Zhang, Yuzhu .
GEOMORPHOLOGY, 2018, 300 :69-76
[7]   Quantitative landslide risk assessment and mapping on the basis of recent occurrences [J].
Remondo, Juan ;
Bonachea, Jaime ;
Cendrero, Antonio .
GEOMORPHOLOGY, 2008, 94 (3-4) :496-507
[8]   State of the art of national landslide databases in Europe and their potential for assessing landslide susceptibility, hazard and risk [J].
Van Den Eeckhaut, Miet ;
Hervas, Javier .
GEOMORPHOLOGY, 2012, 139 :545-558
[9]   Effects of tillage practices and slope on runoff and erosion of soil from the Loess Plateau, China, subjected to simulated rainfall [J].
Wang, Linhua ;
Dalabay, Nurmolda ;
Lu, Pei ;
Wu, Faqi .
SOIL & TILLAGE RESEARCH, 2017, 166 :147-156
[10]  
[文畅平 WEN Changping], 2008, [水力发电学报, Journal of Hydroelectric Engineering], V27, P75