3D simulator for stability analysis of finite slope causing plane activity

被引:41
作者
Kim, Sung-Ho [1 ]
Chung, Kyung-Yong [1 ]
机构
[1] Sangji Univ, Sch Comp Informat Engn, Wonju, South Korea
基金
新加坡国家研究基金会;
关键词
Finite slope; Plane activity; Factor of safety; Stability analysis; 3D simulator;
D O I
10.1007/s11042-013-1356-5
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
This paper describes the development of a 3D simulator that enables a user to analyze the stability of a finite slope causing plane activity among a range of slopes comprised of a finite slope and infinite slope. Until now, there has been considerable theory and research into slope stability. Nevertheless, few systems can be confirmed directly by simulating the stability analysis of a slope, such as landslides. In other words, virtual experiments, such as the analysis of the slope, cannot be performed due to the absence of a system. For that reason, in this study, a 3D simulator was developed for stability analysis of a finite slope causing plane activity from the landslide phenomena that actually occurred or had very high probability. The Nvidia PhysX, which is utilized to develop computer games and simulators, was used to develop a 3D simulator with physical features. In addition, OpenGL was used to provide a three-dimensional visual effect from the simulator. In this paper, the values of each variable were determined to confirm whether landslides can occur easily when the factor of safety (F-s) was within a certain range in the 3D simulator. The 3D simulator developed in this paper was found to be quite useful because it can verify visually whether landslides occur easily in different environments and conditions.
引用
收藏
页码:455 / 463
页数:9
相关论文
共 12 条
[1]   Three-dimensional slope stability analysis of South Peak, Crowsnest Pass, Alberta, Canada [J].
Brideau, Marc-Andre ;
Pedrazzini, Andrea ;
Stead, Doug ;
Froese, Corey ;
Jaboyedoff, Michel ;
van Zeyl, David .
LANDSLIDES, 2011, 8 (02) :139-158
[2]  
Chao F, 2010, INF SCI ENG ICISE 2, P6899
[3]  
Jung YG, 2011, INFORMATION-TOKYO, V14, P3791
[4]   3-D slope stability analysis: A probability approach applied to the nice slope (SE France) [J].
Leynaud, D. ;
Sultan, N. .
MARINE GEOLOGY, 2010, 269 (3-4) :89-106
[5]   Limit Analysis and Stability Charts for 3D Slope Failures [J].
Michalowski, Radoslaw L. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2010, 136 (04) :583-593
[6]   Stability Analysis of a 3D Vertical Slope with Transverse Earthquake Load and Surcharge [J].
Nian, T. K. ;
Zhang, K. L. ;
Huang, R. Q. ;
Chen, G. Q. .
ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 :676-+
[7]   Comparison for the results from 2D and 3D analysis for slope stability [J].
Peng, Wenxiang ;
Mo, Jianjun ;
Xie, Yujun .
ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 :255-259
[8]  
Sasahara Katsuo, 2010, Journal of the Japan Landslide Society, V47, P35, DOI 10.3313/jls.47.155
[9]  
Song C, 2011, INFORMATION-TOKYO, V14, P3591
[10]   Three-dimensional slope stability based on stresses from a stress-deformation analysis [J].
Stianson, J. R. ;
Fredlund, D. G. ;
Chan, D. .
CANADIAN GEOTECHNICAL JOURNAL, 2011, 48 (06) :891-904