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Analysis of footing resting on non-homogeneous soil by double spline element
Authors:L G Tham
Institution:

Lecturer, Dept. of Civil & Structural Engineering, University of Hong Kong, Hong Kong, China

Analyst Programmer, Computer Centre, City Polytechnic of Hong Kong, Hong Kong, China

Prof. and Head, Dept. of Civil & Structural Engineering, University of Hong Kong, Hong Kong, China

Abstract:A numerical method is proposed for the analysis of rectangular footing resting on an elastic soil layer. The footing is represented by double spline elements and the elastic soil medium by finite layers. The effect of the rigidity of footing and the non-homogeneity of the soil on the behaviour of such foundation system is investigated, and the results are presented in form of design charts such that they may be used for hand calculation for the estimation of the settlement of footings for a wide range of practical cases.
Keywords:
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