scholarly journals Evaluation of cut slope stability to prevent creep failure type landslide damage

2005 ◽  
Vol 41 (6) ◽  
pp. 576-584 ◽  
Author(s):  
Bungo TAMADA ◽  
Naomichi YOKOYA ◽  
Tetsuro YAMAMOTO
Keyword(s):  
Slope Stability ◽  
Cut Slope ◽  
Creep Failure ◽  
Failure Type ◽  
Landslide Damage

Cut slope stability assessment along ghat road section of Kolli hills, India

2016 ◽  
Vol 86 (3) ◽  
pp. 1081-1104 ◽  
Author(s):  
S. Anbazhagan ◽  
V. Ramesh ◽  
S. E. Saranaathan
Keyword(s):  
Slope Stability ◽  
Cut Slope ◽  
Stability Assessment ◽  
Kolli Hills ◽  
Road Section

scholarly journals Geotechnical Properties of Diatomaceous Earth in Northern Gifu Prefecture and Cut Slope Stability.

2001 ◽  
pp. 139-154 ◽  
Author(s):  
Hiroaki SHIGEMATSU ◽  
Atsushi YASHIMA ◽  
Muneo NISHIO ◽  
Yasutomo SAKA ◽  
Shingo HATANAKA
Keyword(s):  
Slope Stability ◽  
Diatomaceous Earth ◽  
Geotechnical Properties ◽  
Cut Slope ◽  
Gifu Prefecture

scholarly journals A Study of the Applicability of Cross-Section Method for Cut-Slope Stability Analysis

2012 ◽  
Vol 22 (1) ◽  
pp. 43-53 ◽  
Author(s):  
Tae-Chin Cho ◽  
Taik-Jean Hwang ◽  
Guen-Ho Lee ◽  
Kye-Seong Cho ◽  
Sang-Bae Lee
Keyword(s):  
Stability Analysis ◽  
Slope Stability ◽  
Cross Section ◽  
Slope Stability Analysis ◽  
Cut Slope ◽  
Section Method ◽  
Cross Section Method

scholarly journals Integrated Analysis Method for Stability Analysis and Maintenance of Cut-Slope in Urban

2021 ◽  
Author(s):  
Mincheol Park ◽  
Heuisoo Han ◽  
Yoonhwa Jin
Keyword(s):  
Stability Analysis ◽  
Slope Stability ◽  
Slope Failure ◽  
Slope Stability Analysis ◽  
Velocity Curve ◽  
Integrated Analysis ◽  
Cut Slope ◽  
Analysis Method ◽  
Cut Slopes ◽  
Inverse Velocity

In the process of constructing roads for the development of the city, cut-slopes are made by excavating mountains. However, these cut-slopes are degraded in strength by time-deterioration phenomenon, and progressive slope failure is caused. This study developed an integrated analysis method for stability analysis and maintenance of cut-slopes in urban. The slope stability analysis was performed using the finite element model, and the progressive slope failure by time-dependent deterioration was quantified by using the strength parameters of soil applying the strength reduction factor (SRF). The displacements until the slope failure by slope stability analysis were quantified by cumulative displacement curve, velocity curve, and inverse velocity curve and, applied to the slope maintenance method. The inverse-velocity curve applied to the prediction of the time of slope failure was regressed to the 1st linear equation in the brittle material and the 3rd polynomial equation in the ductile material. This is consistent with the proposed formula of Fukuzono and also shows similar behavior to the failure case in literature. In the future, integrated analysis method should be improved through additional research. And it should be applied to cut-slope to prevent disasters.

scholarly journals Effect of Extreme Rainfall on Cut Slope Stability: Case Study in Yen Bai City, Viet Nam

2015 ◽  
Vol 16 (4) ◽  
pp. 23-32 ◽  
Author(s):  
The Viet Tran ◽  
Minh Thu Trinh ◽  
Giha Lee ◽  
Sewook Oh ◽  
Thi Hai Van Nguyen
Keyword(s):  
Slope Stability ◽  
Extreme Rainfall ◽  
Viet Nam ◽  
Cut Slope
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