2D Numerical Analysis of Shallow Foundation Rested Near Slope under Inclined Loading

Author:

Baazouzi Messaoud,Benmeddour Djamel,Mabrouki Abdelhak,Mellas Mekki

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference27 articles.

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2. Combined loading of skirted foundations;Bransby;Geotechnique,1998

3. Fascicule 62 - TITRE V (1993). “Règles techniques de conception et de calcul des fondations des ouvrages de génie civil”. Cahier des Clauses Techniques Générales applicables aux marchés publics de travaux, Ministère de l’Équipement, du Logement et des Transports, Textes officiels, 3(93), 1-182.

4. FLAC – Fast Lagrangian Analysis of Continua, version 5.0. (2005). “ITASCA Consulting Group”. Inc., Minneapolis.

5. Numerical studies of bearing capacity factor Nγ;Frydman;J. Geotech Geoenviron Eng. ASCE,1997

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2. Stability of slope by varying the distance from the edge of slope and varying the surcharge load on foundation;PHYSICAL MESOMECHANICS OF CONDENSED MATTER: Physical Principles of Multiscale Structure Formation and the Mechanisms of Nonlinear Behavior: MESO2022;2023

3. Seismic bearing capacity of shallow strip footing embedded in slope resting on two-layered soil;Studia Geotechnica et Mechanica;2021-09-01

4. Numerical analysis of reinforced embankment slopes made up of pozzolanic waste materials;International Journal of Geo-Engineering;2020-11-22

5. A 3D Discrete Element Analysis of Failure Mechanism of Shallow Foundations in Rocks;J MIN ENVIRON;2020

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