期刊论文详细信息
Građevinar | |
Slope stability analyses using limit equilibrium and soil strength reduction methods | |
article | |
Zoran Berisavljevic1  Dušan Berisavljević2  Vladimir Čebašek3  Dragoslav Rakić3  | |
[1] Koridori of Sebia;Institute for Materials Testing;University of Belgrade Faculty of Mining and Geology | |
关键词: limit equilibirum; reduction of strength parameters; dilatancy; optimisation; Bezier curve; tension zone; | |
DOI : 10.14256/JCE.1030.2014 | |
学科分类:社会科学、人文和艺术(综合) | |
来源: Hrvatsko Drustvo Gradevinskih Inzenjera | |
【 摘 要 】
This paper presents results of comparative slope stability analyses conducted by limit equilibrium and strength reduction methods. Several slopes, taken either from geotechnical practice or literature review, are considered. The influence of tension, distributed load, finite element size, model parameters on the location, shape of the critical failure surface, and the corresponding value of the factor of safety, are all analysed. Both methods provide similar results if they are correctly applied using appropriate software programs.
【 授权许可】
CC BY
【 预 览 】
Files | Size | Format | View |
---|---|---|---|
RO202307150003716ZK.pdf | 588KB | download |