Comprehensive Analysis Method of the Most Unfavourable Slide Face of Loess Landslide

CHEN Zhi-min .ZHAO De-an.LI Shuang-yangLIU De-ren 1

Journal of Railway Engineering Society ›› 2007, Vol. 24 ›› Issue (7) : 12-15.

PDF(451 KB)
PDF(451 KB)
Journal of Railway Engineering Society ›› 2007, Vol. 24 ›› Issue (7) : 12-15.

Comprehensive Analysis Method of the Most Unfavourable Slide Face of Loess Landslide

  • CHEN Zhi-min 1.ZHAO De-an1.LI Shuang-yang2 LIU De-ren 1
Author information +
History +

Abstract

Research purposes : In calculation of the landslide stability , the determination of slide face location makes big effects on the calculation result. Multiple slide face often exists in loess slide face because of large water content in loess slide face. The research purposes of this paper are to determine the location of the most unfavourable slide face.
Research methods: Based on one loess landslide of a high embankment of Baoji-Zhongwei Railway, the exploration is made on the method of determining the location of slide face through comprehensive consideration of the liquidity index, elastic index, water content, joining face between fresh and old soils, slope crack and bulging control spots. Based on the data of survey, the most unfavourable slide face can be found out through forming a series of fold lines with the different formulas, determining arc slide faces of every group with the slope crack and bulging control spots and making analyses of single element and multiple elements.
Research Conclusions:The construction practice of adopting anti-sliding pile based on the calculated pushing force of the most unfavorable slide face shows this analysis method is feasible for the homogenized soil body which had a small wriggle and deformation without obvious overall displacement and was difficult to determine the position of sliding face with the complicated surface phenomenon.

Key words

landslide / stability / the most unfavourable slide face

Cite this article

Download Citations
CHEN Zhi-min .ZHAO De-an.LI Shuang-yangLIU De-ren 1. Comprehensive Analysis Method of the Most Unfavourable Slide Face of Loess Landslide[J]. Journal of Railway Engineering Society, 2007, 24(7): 12-15

References

[1]王恭先,等.滑坡学与滑坡防治技术[M].北京:中国铁 道出版社,2004.
[2]刘成宇.土力学[M].北京:中国铁道出版社,2002.
[3]钱家欢,殷宗泽.土工原理与计算[M]. 2版.北京:中国 水利水电出版社,1996.
PDF(451 KB)

Accesses

Citation

Detail

Sections
Recommended

/