With bilinear load transfer function,a set of equations for the axial load-settlement curve is established; furthermore
it is applied to the load-settlement of pile. Then hyperbolic load-settlement curve is applied to soil; an analytical formula for analyzing pile-soil stress ratio under the interaction of pile and soil is deduced; and the influence of several relevant parameters on pile-soil stress ratio are discussed. The study shows that the pile-soil stress ratio of soil-cement pile composite foundation is not only related with the characteristic of surrounding soil of the pile
but also dimension
elastic modulus of the pile and the total load of composite foundation. It provides a new way for the calculation of pile-soil stress ratio of composite foundation.
Analysis of pile-soil stress ratio of cast-in-place X-section concrete pile composite foundation under rigid base
Study of calculating method of low strength piles composite foundation settlement
Experimental study and finite element analysis of cushion in CFG pile composite foundation
Test study on influence of cushion on loading behavior of composite foundations
Experimental study on load-bearing characteristics for single PTC pile with cap and composite foundation with PTC (prestressed thin-wall concrete) piles
Related Author
Lü Ya-ru
DING Xuan-ming
LIU Han-long
CUI Yun-liang
GUO Chao
YAN Shu-wang
XIAO Shi-wei
CHEN Ze-lian
Related Institution
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University
Geotechnical Research Institute, Hohai University
National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University
School of Civil Engineering, Tianjin University
The Third Railway Survey & Design Institute Group corporation