Road Slope Stability Analysis with Limit Equilibrium Method
Purpose: Landslides are hydrometeorological disasters frequently occurring in many places, particularly during the wet season. Slope stability analysis is the initial stage in defining countermeasures to prevent slope failure and mitigate the negative ...
Syamsul Syamsul +3 more
doaj +2 more sources
Slope Stability Analysis Using Limit Equilibrium Method in Nonlinear Criterion [PDF]
In slope stability analysis, the limit equilibrium method is usually used to calculate the safety factor of slope based on Mohr-Coulomb criterion. However, Mohr-Coulomb criterion is restricted to the description of rock mass. To overcome its shortcomings,
Hang Lin +3 more
doaj +3 more sources
Analysis of Slope Stability Using Limit Equilibrium
In achievement of slope load sustainability using mixed soil technique, is considered acceptable the method for slope construction technology. This paper deals with evaluation of mixed soil technique for construction of stable slope and proves the soil ...
Abdoullah Namdar
doaj +1 more source
Influence of joint fissure occurrence on stress distribution of coal wall in large mining height [PDF]
In order to ensure the stability of coal wall of fully mechanized mining face with large mining height, Aiming at the prominent problem that the rib spalling rate of coal wall in fully mechanized mining face with large mining height is high and is ...
Weibin Guo, Yichen Gao, Gang Wang
doaj +2 more sources
The equilibrium state of a dynamical system can be divided into the equilibrium point and limit cycle. In this paper, the stability analysis of the equilibrium point and limit cycle of dynamical systems are presented through different and all possible ...
Bin Wei
doaj +1 more source
Analysis of embankment slope stability: the comparison of finite element limit analysis with limit equilibrium methods [PDF]
This paper presented the analysis of embankment slope stability by considering the problem of embankment slope stability with special effects that it was filled with sand and was placed on purely cohesive clay.
Yingchaloenkitkhajorn Kongkit
doaj +1 more source
Limit Equilibrium Analysis of Landfill Instability Based on Actual Failure Surface
Slope stability is one of the key engineering problems in the whole lifetime of landfills. In this paper, combined with the wedge limit equilibrium analysis, a landfill stability analysis method based on the actual failure surface is proposed, and the ...
Junchao Li, Ruiqi Chen, Haoyu Lin
doaj +1 more source
Approximation of undrained bearing capacity of strip foundations on heterogeneous marine clay [PDF]
The problem of bearing capacity of foundation under rigorous circumstances has always been of a great importance in geotechnical engineering. Various simple and also more sophisticated methods have been developed to improve the bearing capacity ...
R. Jamshidi Chenari +3 more
doaj +1 more source
Working Face Stability of Box Shield Tunneling under Non-Uniform Support Pressure
This paper proposes a theoretical model for the stability analysis of a box tunnel face in non-cohesive soils considering the uneven distribution of support pressure caused by multiple cutter heads and screw conveyors.
Miao Yu +4 more
doaj +1 more source
Discontinuous rock slope stability analysis by limit equilibrium approaches – a review
Slope stability is one of the most important topics of engineering geology with a background of more than 300 years. So far, various stability assessment techniques have been developed which include a range of simple evaluations, planar failure, limit ...
Mohammad Azarafza +5 more
doaj +1 more source

