2006•Sichuan Building ScienceRequires access

The influence of pile length and area displacement ratio on bearing capacity and other design parameters of composite foundation

Guo Zhongxian

Abstract

By conducting field loading tests of single piles and composite foundation with single pile、four piles、nine piles in different length and area displacement ratio about rammed soil-cement pile composite foundation,the influence of pile length and area(displacement) ratio on bearing capacity、stress ratio between pile and soil、concentration coefficient of pile stress、reducing coefficient of soil stress between piles are studied.

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Available abstract

Key concepts: Pile, Geotechnical engineering, Bearing capacity, Foundation (evidence), Composite number, Displacement (psychology), Bearing (navigation), Stress (linguistics)