Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/68017
Title: Pile group settlement: a probabilistic approach
Authors: Quek, S.T. 
Phoon, K.K. 
Chow, Y.K. 
Issue Date: 1991
Source: Quek, S.T.,Phoon, K.K.,Chow, Y.K. (1991). Pile group settlement: a probabilistic approach. International Journal for Numerical & Analytical Methods in Geomechanics 15 (11) : 817-832. ScholarBank@NUS Repository.
Abstract: The uncertain settlement response of pile groups is determined using a "hybrid' formulation and a first-order perturbation technique. The spatially varying soil modulus is modeled as a homogeneous random field. The random field is assumed to be one-dimensional since the "hybrid' formulation does not account for horizontal variation in the soil properties. Using the proposed method, the coefficient of variation of the pile group settlement is computed. The single-pile solutions obtained compare favorably with the solutions from a conventional stochastic finite element analysis. -from Authors
Source Title: International Journal for Numerical & Analytical Methods in Geomechanics
URI: http://scholarbank.nus.edu.sg/handle/10635/68017
Appears in Collections:Staff Publications

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