A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Probabilistic Analysis of lateral bearing capacity of pile-soil System
The bearing capacity of circular pile has been widely treated considering the soil as a homogeneous material. While the soil properties change randomly, which pushed us to use probabilistic analysis. This study presents an evaluation of the undrained bearing capacity of circular pile under lateral loading, assuming that the cohesion of the soil is random variable. A finite element limit analysis, OptumG2, is used in this study. It is found that the increase of coefficient of variation CovSu, decreases the bearing capacity factor of pile Np, in which the effect of increasing adhesion factor becomes less as CovSu increases.
Probabilistic Analysis of lateral bearing capacity of pile-soil System
The bearing capacity of circular pile has been widely treated considering the soil as a homogeneous material. While the soil properties change randomly, which pushed us to use probabilistic analysis. This study presents an evaluation of the undrained bearing capacity of circular pile under lateral loading, assuming that the cohesion of the soil is random variable. A finite element limit analysis, OptumG2, is used in this study. It is found that the increase of coefficient of variation CovSu, decreases the bearing capacity factor of pile Np, in which the effect of increasing adhesion factor becomes less as CovSu increases.
Probabilistic Analysis of lateral bearing capacity of pile-soil System
Hamouma, Djawhara (author) / Messameh, Abd Alhamid (author) / Tallah, Naoui (author)
International Journal of Geotechnical Engineering ; 16 ; 525-531
2022-05-28
7 pages
Article (Journal)
Electronic Resource
Unknown
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