Results 261 to 270 of about 1,086,889 (297)
Some of the next articles are maybe not open access.

Limit Equilibrium Analysis of Sliding Block Stability under Earthquake

Advanced Materials Research, 2011
Time history analysis is performed on geotechnical engineering structures under earthquake actions using 3D nonlinear FEM. The distribution of internal force on slide surfaces has been interpolated from the stress field of FEM with 3D Multi-grid Method.
Yao Ru Liu   +3 more
openaire   +1 more source

Comparison of General Limit Equilibrium Methods for Slope Stability Analysis

Ethiopian Journal of Natural and Computational Sciences, 2020
Slope failure becomes one of the most critical problems in geotechnical works, which resulted in damages to engineering structures, farmlands, and loss of lives. Therefore, slope stability analysis is very important to reduce damages due to slope failure.
openaire   +2 more sources

Slope stability analysis with FLAC and limit equilibrium methods

2020
The factor of safety for slopes (FS) has been traditionally evaluated using two-dimensional limit equilibrium methods (LEM). However the FS of a slope can also be computed with FLAC by reducing the soil shear strength in stages until the slope fails. This method is called the shear strength reduction technique (SSR).
M. Cala, J. Flisiak
openaire   +1 more source

Extensions to the Limit Equilibrium and Limit Analysis in Geomechanics

2018
This article is an extended abstract that summarizes the author’s work on the methods of slices to render practicable approaches to slope stability, earth pressure and bearing capacity analysis. They are derived based on the upper-bound and lower-bound theory of plasticity and extended to the 3D-area.
openaire   +1 more source

Limit Analysis versus Limit Equilibrium for Slope Stability

Journal of Geotechnical and Geoenvironmental Engineering, 1999
Dov Leshchinsky   +4 more
openaire   +1 more source

General Equilibrium Analysis: Its Meaning, Purposes and Limitations

1992
The need for scientific analysis springs from a fundamental bias of our natural and social environment against sameness and constancy. Physical objects that are similar in specified attributes will vary among themselves in the exact degree to which they possess such attributes.
openaire   +1 more source

Limit equilibrium slope analysis procedures

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1987
openaire   +1 more source

Home - About - Disclaimer - Privacy