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Theoretical Load-Transfer Curves along Piles Considering Soil Nonlinearity
Soil stress-strain behavior is highly nonlinear and considerably influences the performance of a foundation. The response of single piles under axial load can be predicted from the load-transfer, or t-z, curve. This paper presents a new approach to predict the load-transfer curve and subsequently the load-settlement curve. This new approach incorporates nonlinear soil stress-strain behavior and accommodates differences in soil behavior in laboratory and field conditions. Expressions are given for the load-transfer curve, which capture the hardening and softening behavior of soil-pile interactions. Predictions of load-transfer curves and load-settlement curves from the proposed approach have been compared with the measured values from two case studies. The predictions show good agreement with the measured values.
Theoretical Load-Transfer Curves along Piles Considering Soil Nonlinearity
Soil stress-strain behavior is highly nonlinear and considerably influences the performance of a foundation. The response of single piles under axial load can be predicted from the load-transfer, or t-z, curve. This paper presents a new approach to predict the load-transfer curve and subsequently the load-settlement curve. This new approach incorporates nonlinear soil stress-strain behavior and accommodates differences in soil behavior in laboratory and field conditions. Expressions are given for the load-transfer curve, which capture the hardening and softening behavior of soil-pile interactions. Predictions of load-transfer curves and load-settlement curves from the proposed approach have been compared with the measured values from two case studies. The predictions show good agreement with the measured values.
Theoretical Load-Transfer Curves along Piles Considering Soil Nonlinearity
Nanda, S. (author) / Patra, N. R. (author)
Journal of Geotechnical and Geoenvironmental Engineering ; 140 ; 91-101
2013-12-16
112014-01-01 pages
Article (Journal)
Electronic Resource
English
Theoretical Load-Transfer Curves along Piles Considering Soil Nonlinearity
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