Evaluating the Nγ coefficient for rough strip footing located adjacent to the slope using the stress characteristics method
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference51 articles.
1. Evaluation of the static bearing capacity coefficients of rough strip footing using the stress characteristics method;Ahmadi;Int. J. Civ. Eng.,2021
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3. Upper-bound solution for seismic bearing capacity of shallow foundations near slopes;Askari;Geotechnique,2003
4. Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil;Bolton;Can. Geotech. J.,1993
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1. Evaluating the N γ Coefficient for Shallow Strip Footings on Sloping Ground by the Method of Stress Characteristics;International Journal of Geomechanics;2024-05
2. Ultimate bearing capacity of strip footings on Hoek-Brown rock slopes – A stress characteristics solution;Computers and Geotechnics;2024-02
3. Sensitivity analysis of a skirted circular foundation located on clay by stress characteristic method;Arabian Journal of Geosciences;2023-11-27
4. Experimental and numerical study for seismic response of strip footing on slopes;Soil Dynamics and Earthquake Engineering;2023-11
5. New failure mechanism for evaluating ultimate inclined load adjacent to slope;PLOS ONE;2023-07-27
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