Robust design of siphon drainage method for stabilizing rainfall-induced landslides

被引:50
作者
Yu, Yang [1 ]
Shen, Mengfen [2 ,4 ]
Sun, Hongyue [1 ]
Shan, Yuequan [3 ]
机构
[1] Zhejiang Univ, Ocean Coll, Zhoushan 316021, Zhejiang, Peoples R China
[2] Zhejiang Univ Technol, Coll Civil Engn & Architecture, Hangzhou 310014, Zhejiang, Peoples R China
[3] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310058, Zhejiang, Peoples R China
[4] Clemson Univ, Glenn Dept Civil Engn, Clemson, SC 29634 USA
基金
中国国家自然科学基金;
关键词
Rainfall-induced landslide; Robust geotechnical design; Siphon drainage; SYSTEM RELIABILITY-ANALYSIS; GEOTECHNICAL DESIGN; GENERALIZED-METHOD; DEBRIS FLOW; SOIL; PRESSURE; MODEL;
D O I
10.1016/j.enggeo.2019.01.001
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Drainage is a critical and cost-effective method to stabilize rainfall-induced landslide. In order to improve the efficiency and sustainability of drainage system, a new siphon drainage method is presented in this paper. Factor of safety (FOS) under the action of a given siphon drainage design, computed using Morgenstern-Price method, was used to evaluate the design effectiveness. A guidance for the design of this new siphon drainage method was established based on the robust design concept. Signal-to-noise ratio, which is a function of mean and standard deviation of FOS and related to the uncertainty of shear strength parameters of slip surface, is used as a measure of the design robustness. A framework based on the concept of robust design is proposed for determining the most optimal siphon drainage design considering multiple objectives including safety, cost, design robustness, and drain effectiveness. This framework is illustrated with a case study, the Hongpucun landslide in Zhejiang Province, China. Based on the outcome of this study, the optimal siphon drainage design is obtained.
引用
收藏
页码:186 / 197
页数:12
相关论文
共 41 条
[1]  
Ang AHS, 2004, PROBABILITY CONCEPTS
[2]   AN ANALYTICAL SOLUTION TO THE PROBLEM OF SEEPAGE INTO COUNTERFORT DRAINS [J].
BROMHEAD, EN .
CANADIAN GEOTECHNICAL JOURNAL, 1984, 21 (04) :657-662
[3]   Air accumulation in high-lift siphon hoses under the influence of air dissolution and diffusion [J].
Cai, Yue-liang ;
Sun, Hong-yue ;
Shang, Yue-quan ;
Wu, Zhi-jun .
JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2015, 16 (09) :760-768
[4]   Reliability Analysis of Laterally Loaded Piles Involving Nonlinear Soil and Pile Behavior [J].
Chan, C. L. ;
Low, B. K. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (03) :431-443
[5]   EXTENSIONS TO THE GENERALIZED-METHOD OF SLICES FOR STABILITY ANALYSIS [J].
CHEN, ZY ;
MORGENSTERN, NR .
CANADIAN GEOTECHNICAL JOURNAL, 1983, 20 (01) :104-119
[6]   Local rainfall thresholds for forecasting landslide occurrence: Taipingshan landslide triggered by Typhoon Saola [J].
Chung, Ming-Chien ;
Tan, Chih-Hao ;
Chen, Chien-Hsin .
LANDSLIDES, 2017, 14 (01) :19-33
[7]   A fast and elitist multiobjective genetic algorithm: NSGA-II [J].
Deb, K ;
Pratap, A ;
Agarwal, S ;
Meyarivan, T .
IEEE TRANSACTIONS ON EVOLUTIONARY COMPUTATION, 2002, 6 (02) :182-197
[8]   Understanding knee points in bicriteria problems and their implications as preferred solution principles [J].
Deb, Kalyanmoy ;
Gupta, Shivam .
ENGINEERING OPTIMIZATION, 2011, 43 (11) :1175-1204
[9]   Characteristics and numerical runout modeling of the heavy rainfall-induced catastrophic landslide-debris flow at Sanxicun, Dujiangyan, China, following the Wenchuan Ms 8.0 earthquake [J].
Gao, Yang ;
Yin, Yueping ;
Li, Bin ;
Feng, Zhen ;
Wang, Wenpei ;
Zhang, Nan ;
Xing, Aiguo .
LANDSLIDES, 2017, 14 (04) :1361-1374
[10]  
GeoStudio, 2007, US GUID