Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/29280
Type: Conference paper
Title: Probabilistic analysis of multi-layered soil effects on shallow foundation settlement
Author: Kuo, Y.
Jaksa, M.
Kaggwa, G.
Fenton, G.
Griffiths, D.
Goldsworthy, J.
Citation: To the eNZ of the earth : proceedings of the 9th Australia New Zealand conference on Geomechanics / Geoffrey Farquhar ... [et.al.] (eds.): pp.541-547
Publisher: Centre for Continuing Education, Uni Auckland
Publisher Place: Auckland, New Zealand
Issue Date: 2004
ISBN: 0868691232
Conference Name: Australia-New Zealand Conference on Geomechanics (9th : 2004 : Auckland, N.Z.)
Abstract: The results of a preliminary investigation into the effects of multi-layered soil on foundation settlement are reported in this paper. In this study, the settlement of a square pad footing placed on two-layered soil profile is examined. Using a combination of Finite Element Method (FEM) analyses and random fields simulation, probabilistic analyses of the settlement of footing founded on two-layered soil profile is established through Monte Carlo simulation. The Young’s modulus field has been simulated via Local Average Subdivision method (LAS) with a fixed mean, various coefficients of variation and spatial correlation structures. The coefficients of variation and spatial correlation structures in each layer are set to be different. It is assumed that the boundary between two soil layers is abrupt as may be represented by faults and geological unconformities in the soil mass. The results of the analyses indicate a modest decrease in the coefficient of variation of settlement of the 2-layered soil profile compared to the settlement of the uniform single layer soil mass.
Description: The document attached has been archived with permission from the copyright holder.
RMID: 0020042246
Published version: http://www.ecms.adelaide.edu.au/civeng/staff/pdf/9ANZ_04_Kuo.pdf
Appears in Collections:Civil and Environmental Engineering publications

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