Results 241 to 250 of about 5,522,817 (294)
Some of the next articles are maybe not open access.
Engineering Geology, 2021
A new derivation of the three-dimensional (3D) limit equilibrium method for slope stability analyses is presented, which applies linear algebra operations to matrices to achieve a highly efficient algorithm while maintaining the rigorousness of the ...
Shun-chao Qi +5 more
semanticscholar +3 more sources
A new derivation of the three-dimensional (3D) limit equilibrium method for slope stability analyses is presented, which applies linear algebra operations to matrices to achieve a highly efficient algorithm while maintaining the rigorousness of the ...
Shun-chao Qi +5 more
semanticscholar +3 more sources
Geomechanics and Geoengineering, 2019
The limit equilibrium method with a multi-block failure mechanism has been utilised to study and estimate the bearing capacity of shallow foundations on anisotropic deposits.
Pouneh Pakdel +2 more
semanticscholar +3 more sources
The limit equilibrium method with a multi-block failure mechanism has been utilised to study and estimate the bearing capacity of shallow foundations on anisotropic deposits.
Pouneh Pakdel +2 more
semanticscholar +3 more sources
, 2021
The limit equilibrium method LEM is widely used for static and pseudo-static soil nailing designs. Soil nailed wall stability is usually evaluated based on a global factor of safety FSG under a predefined failure mechanism.
F. Villalobos, S. Villalobos
semanticscholar +1 more source
The limit equilibrium method LEM is widely used for static and pseudo-static soil nailing designs. Soil nailed wall stability is usually evaluated based on a global factor of safety FSG under a predefined failure mechanism.
F. Villalobos, S. Villalobos
semanticscholar +1 more source
, 2021
Anti-dip bedding rock slope (ABRS) is a very common type of rock slopes in nature and engineering construction. However, the stability assessment of ABRSs is still a hard problem for geotechnical engineers due to the difficulty in finding the critical ...
Tingting Liu +4 more
semanticscholar +1 more source
Anti-dip bedding rock slope (ABRS) is a very common type of rock slopes in nature and engineering construction. However, the stability assessment of ABRSs is still a hard problem for geotechnical engineers due to the difficulty in finding the critical ...
Tingting Liu +4 more
semanticscholar +1 more source
, 2020
A slope fails if it slides along any slip surface. Proper assessment of slope failure risk in geological and geotechnical engineering needs to account, rationally, for a large, or even unlimited, number of circular and/or non-circular potential slip ...
Xin Liu, Dianqing Li, Z. Cao, Yu Wang
semanticscholar +1 more source
A slope fails if it slides along any slip surface. Proper assessment of slope failure risk in geological and geotechnical engineering needs to account, rationally, for a large, or even unlimited, number of circular and/or non-circular potential slip ...
Xin Liu, Dianqing Li, Z. Cao, Yu Wang
semanticscholar +1 more source
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2020
In limit equilibrium slope stability analysis, surface altering optimisation (SAO) is a novel approach to minimise the factor of safety for a given slip surface using spline curves in 2D.
Ramin Mafi +4 more
semanticscholar +1 more source
In limit equilibrium slope stability analysis, surface altering optimisation (SAO) is a novel approach to minimise the factor of safety for a given slip surface using spline curves in 2D.
Ramin Mafi +4 more
semanticscholar +1 more source
, 2020
Flexural toppling is a common mode of instability of anti-dip bedding rock slopes. However, there is currently no theoretical method available for determining the failure surface associated with this kind of failure.
Yun Zheng +4 more
semanticscholar +1 more source
Flexural toppling is a common mode of instability of anti-dip bedding rock slopes. However, there is currently no theoretical method available for determining the failure surface associated with this kind of failure.
Yun Zheng +4 more
semanticscholar +1 more source
Computers and geotechnics, 2019
This study investigates the occurrence and evolution of various slope failure modes during large deformation in spatially variable soils using Monte Carlo simulation combined with Limit Equilibrium Method (LEM) and Material Point Method (MPM).
Xin Liu, Yu Wang, Dianqing Li
semanticscholar +1 more source
This study investigates the occurrence and evolution of various slope failure modes during large deformation in spatially variable soils using Monte Carlo simulation combined with Limit Equilibrium Method (LEM) and Material Point Method (MPM).
Xin Liu, Yu Wang, Dianqing Li
semanticscholar +1 more source