[1]涂帆.土坡稳定分析的三种方法[J].华侨大学学报(自然科学版),1990,11(2):158-164.[doi:10.11830/ISSN.1000-5013.1990.02.0158]
　Tu Fan.Three Methods of Slope Stability Analysis[J].Journal of Huaqiao University(Natural Science),1990,11(2):158-164.[doi:10.11830/ISSN.1000-5013.1990.02.0158]
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土坡稳定分析的三种方法()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第11卷
期数:
1990年第2期
页码:
158-164
栏目:
出版日期:
1990-04-20

文章信息/Info

Title:
Three Methods of Slope Stability Analysis
作者:
涂帆
华侨大学土木工程系
Author(s):
Tu Fan
关键词:
斜坡;  稳定分析;  推力线;  孔隙压力系数;  地震系数;  极限平衡
Keywords:
slope;  stability analysis;  line of thrust;  pore water pressure parameter;  seismic factor;  limiting equilibrum
DOI:
10.11830/ISSN.1000-5013.1990.02.0158
摘要:
本文对斜坡稳定分析中常用的瑞典圆弧法、简化Bishop法和Janbu法进行了理论上和计算上的比较,探讨Janbu法中推力线位置的假设、地震荷载以及孔隙压力系数B对斜坡安全系数的影响。
Abstract:
A comparison is made in this paper on the theory and calculation of three methods commonly used in slope stability analysis, namely, Swedish circle method, simplified Bishop’s method and Janbu method. Besides, the influences of thrustline assumption in Ja

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更新日期/Last Update: 2014-03-22