Rock strength from failure cases. Leftbank slope stability study-Libby Dam and Lake Koocanusa, Montana. Final report

2012 ◽  
Vol 226-228 ◽  
pp. 1365-1370
Author(s):  
Qi Xia Liu ◽  
Liang Fan

This article selected a typical loess slope engineering as the research object, and through the characteristics of loess landslide, landslide environmental geological conditions, the formation mechanism of the landslide study of the loess area of urban slope instability factors, loess slope stability of the calculation method and reinforcement measures. This paper adopts the theory of Morgenstern-Price to analyzing the stability of the slope, referencing with Sweden finite slice method, Simplified Bishop method, Simplify Janbu method. The reinforcement adopts the technology of possessed anchor to disposing the loess slope, and has good Practice effect. The loess slope stability study area has a large reference.


2017 ◽  
Vol 1 (1) ◽  
pp. 38-42 ◽  
Author(s):  
Ismail Abd Rahim ◽  
Mohd Noor Raffee Usli

2012 ◽  
Vol 190-191 ◽  
pp. 1227-1233
Author(s):  
Qi Xia Liu ◽  
Liang Fan

This article selected a typical loess slope engineering as the research object, and through the characteristics of loess landslide, landslide environmental geological conditions, the formation mechanism of the landslide study of the loess area of urban slope instability factors, loess slope stability of the calculation method and reinforcement measures, the loess slope stability study area has a large reference.


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