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- W396380315 abstract "It is a common practice to rely on empirical relationships in order to compute the ultimate bearing capacity of deep foundations. Validating theoretical results with field tests enables uncertainties to be reduced and less expensive structures to be designed. The objective of this paper is to simulate the mechanical response obtained from two load tests, which include both axial and lateral load using three-dimensional finite element models. The test sites were located in two different geotechnical zones of Mexico City. Both the soil and the pile were represented with fifteen node axi-symmetric solid elements when modeling axial load, whereas for lateral loading both the soil and the pile were simulated with solid elements and the model was fully three-dimensional. The stress-strain behavior of the soil was described using a bilinear Mohr-Coulomb constitutive law. Piles were considered as an elastic material. Comparisons between measured and computed responses indicate that the proposed finite element models can be used to predict the load variation acting over the pile, as well as the ultimate load and maximum deformations for both axial and lateral loading." @default.
- W396380315 created "2016-06-24" @default.
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- W396380315 date "2015-01-01" @default.
- W396380315 modified "2023-09-24" @default.
- W396380315 title "Numerical Analysis of Load Tests on Cast-in-Situ Piles" @default.
- W396380315 hasPublicationYear "2015" @default.
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