Integrating structural and numerical solutions for road cut slope stability analysis—A case study, India

2016 ◽  
pp. 457-462 ◽  
Author(s):  
J Kundu ◽  
K Sarkar ◽  
A Singh
Keyword(s):  
Stability Analysis ◽  
Slope Stability ◽  
Numerical Solutions ◽  
Slope Stability Analysis ◽  
Cut Slope

scholarly journals Erratum to: Dump Slope stability analysis – a case study

2017 ◽  
Vol 89 (2) ◽  
pp. 226-226 ◽  
Author(s):  
Prasanta Kumar Behera ◽  
Kripamoy Sarkar ◽  
Ashok Kumar Singh ◽  
A. K. Verma ◽  
T. N. Singh
Keyword(s):  
Stability Analysis ◽  
Slope Stability ◽  
Slope Stability Analysis ◽  
Dump Slope

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 Application of Nor Sand Constitutive Model in a Highway Fill Embankment Slope Stability Failure Study

2018 ◽  
Vol 4 (10) ◽  
pp. 2252 ◽  
Author(s):  
Jiliang Li ◽  
Thiago Fernandes Leao
Keyword(s):  
Stability Analysis ◽  
Slope Stability ◽  
Constitutive Model ◽  
Triaxial Compression ◽  
Soil Layer ◽  
Slope Stability Analysis ◽  
Static Liquefaction ◽  
North Eastern ◽  
North Eastern Part

This paper presents a case study of a static load induced liquefaction in a simple roadway widening project constructed in north eastern part of Ohio in 2008. The widening required an embankment fill, which moved nearly 4 feet vertically and 1 foot laterally after two days of installation. The main objective of the work is to demonstrate how a simple Constitutive model, in this case Nor Sand model, can represent the static liquefaction in loose sand layers under specific conditions. A set of parameters is assumed based on the soil properties and an Excel Spreadsheet is used for simulations of triaxial compression of sand. It was considered that the situation which led to the failure, and the situation after the solution adopted. Moreover, slope stability analysis is provided for validation of the original results using a commercial software. It was found that the model can represent through stress strain curves and stress paths the behavior of the soil layer which led to the embankment fill movement. As the original work considered only slope stability analysis to explain this phenomenon, the present study shows a different approach for the case study, and this is the main contribution of this research.

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