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1-5 of 5
Keywords: shallow foundations
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Journal Articles
Journal:
Géotechnique
Geotechnique (2025) 75 (13): 103–113.
Published: 27 June 2024
... footings/foundations models (physical) shallow foundations suction Every beachgoer quickly discovers where to walk on a beach. If a path is chosen too high up the beach, the sand is dry, and foot pressure results in large and tiring settlements associated with bearing capacity failure. Attempts...
Includes: Multimedia, Supplementary data
Journal Articles
Journal:
Géotechnique
Geotechnique (2023) 73 (8): 716–735.
Published: 06 December 2021
... to investigate the effect of spatially variable soil properties on the load-carrying capacities of shallow foundations. To date, most studies of shallow foundations on spatially variable soils have focused on the probabilistic pure vertical capacity (Griffiths & Fenton, 2001 ; Griffiths et al...
Journal Articles
Journal:
Géotechnique
Geotechnique (2023) 73 (4): 337–352.
Published: 29 November 2021
... Baars, 2018a , 2018b), the bearing capacity of a shallow foundation is a classical problem of geotechnical engineering that has been tackled using different approaches: limit equilibrium (Sarma & Iossifelis, 1990 ; Budhu & Al-Karni, 1993 ; Richards et al., 1993 ; Kumar & Kumar...
Journal Articles
Nilo Cesar Consoli, Eclesielter Batista Moreira, Lucas Festugato, Ricardo Daniel Caballero, Diego Foppa, Cesar Alberto Ruver
Journal:
Géotechnique
Geotechnique (2022) 72 (10): 872–881.
Published: 26 August 2021
...Nilo Cesar Consoli; Eclesielter Batista Moreira; Lucas Festugato; Ricardo Daniel Caballero; Diego Foppa; Cesar Alberto Ruver The addition of a soil–cement reinforcement layer is an alternative to improve the bearing capacity of shallow foundations on weak soils. Recent research with small-scale...
Journal Articles
Journal:
Géotechnique
Geotechnique (2008) 58 (7): 581–589.
Published: 01 September 2008
...; and (c) minimisation of internal work by variation of the displacement field using the different pattern functions. The approach is demonstrated on two problems: (a) a vertically loaded shallow foundation; and (b) laterally loaded piles. The approach is evaluated by comparison with finite difference...
