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A platform for research: civil engineering, architecture and urbanism
Inclination Factors for Bearing Capacity of Strip Footings on Sheet Pile Reinforced Slopes
In towers of electrical transmission lines and bridge abutments, footings are usually situated on a slope crest, which increases the potential failure of the slope. This paper makes use of the sheet pile wall reinforcement technique to improve the undrained bearing capacity of a rough strip footing, rested at the crest of a cohesive slope. The limit analysis based on the finite element method is employed through OptumG2 code to investigate the effect of inclined loaded footing on the bearing capacity and the most effective location of the pile wall through the sloping ground. Two new analytical expressions are proposed for the load inclination factor pertaining to cases before and after reinforcement.
Inclination Factors for Bearing Capacity of Strip Footings on Sheet Pile Reinforced Slopes
In towers of electrical transmission lines and bridge abutments, footings are usually situated on a slope crest, which increases the potential failure of the slope. This paper makes use of the sheet pile wall reinforcement technique to improve the undrained bearing capacity of a rough strip footing, rested at the crest of a cohesive slope. The limit analysis based on the finite element method is employed through OptumG2 code to investigate the effect of inclined loaded footing on the bearing capacity and the most effective location of the pile wall through the sloping ground. Two new analytical expressions are proposed for the load inclination factor pertaining to cases before and after reinforcement.
Inclination Factors for Bearing Capacity of Strip Footings on Sheet Pile Reinforced Slopes
Soil Mech Found Eng
Bougouffa, I. (author) / Mabrouki, A. (author) / Mellas, M. (author) / Baheddi, M. (author)
Soil Mechanics and Foundation Engineering ; 59 ; 527-532
2023-01-01
6 pages
Article (Journal)
Electronic Resource
English
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