Modeling the p-?-behavior of single friction pile in compacted fine-grained soils
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Tarih
2014
Yazarlar
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Yayıncı
Taylor and Francis - Balkema
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
In this paper, the contribution of the matric suction towards the shaft bearing capacity of a single pile loaded in a compacted fine-grained soil (i.e. Indian Head till) is investigated based on the load-displacement (i.e. p-?-) relationships derived from both model pile tests and Finite Element Analyses (FEA). The FEA are undertaken using the commercial software SIGMA/W. A modulus of elasticity model and a modified Mohr-Coulomb yield surface function that consider the contribution of the matric suction are jointly used in the FEA to formulate an elastic-perfectly plastic constitutive model. There is a reasonable agreement between the p-?- relationships modeled from the FEA and measured from model pile tests. Both measured and modeled results suggest that there is a significant contribution of the matric suction towards the shaft bearing capacity of single piles in compacted fine-grained soils. © 2014 Taylor & Francis Group.
Açıklama
6th International Conference on Unsaturated Soils, UNSAT 2014 -- 2 July 2014 through 4 July 2014 -- Sydney, NSW -- 105275
Anahtar Kelimeler
Kaynak
Unsaturated Soils: Research and Applications - Proceedings of the 6th International Conference on Unsaturated Soils, UNSAT 2014
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Cilt
2
