Failure surface for shallow foundations in sand using a classical bearing capacity
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference43 articles.
1. Load-bearing behavior of suction bucket foundations in sand;Achmus;Appl. Ocean Res.,2013
2. On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading;Achmus;Acta Geotech.,2010
3. The inclination and shape factors for the bearing capacity of footings;Baars;Soils Found.,2014
4. Lateral resistance of piles in cohesionless soils;Broms;J. Soil Mech. Found. Div., ASCE.,1964
5. A complete three-dimensional failure envelope for shallow footings on sand;Butterfield;Géotechnique,1994
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2. Explicit FE analysis of 3D failure envelopes of suction caisson foundations supporting offshore wind turbines in sand subjected to combined loading;Ocean Engineering;2024-06
3. 1 INFLUENCE OF STRIP FOOTING SIZE ON THE ULTIMATE BEARING CAPACITY FORMULA FOR SANDY SOILS;International Journal of GEOMATE;2023-02-14
4. Failure surface considering the ultimate tensile and compressive capacities of suction caissons in clay;Marine Georesources & Geotechnology;2022-08-11
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