Evaluation For Stone-Column Composite Foundation In Rayleigh Wave Method

Baoshan, Zhang
Organization: Deep Foundations Institute
Pages: 4
Publication Date: Jan 1, 1991
In this paper, the forced features and dynamic behaviors of stone-column composite foundation are concisely related. The characteristics of Rayleigh wave method is summarised. This method is proposed in which, the stress ratio of the stone-column to the surrounding soil and the bearĀ­ing capacity of the composite foundation are determined. Through the engineering cases, it is shown that, checking and evaluating the composite foundation in this method, is feasible, with high speed and low cost.
Full Article Download:
(408 kb)