2010•Journal of Yangtze River Scientific Research InstituteRequires access

Numerical Analysis on Effect of Pile Length on Bearing Capacity of Cement-Soil Mixing Pile Composite Foundation

Huang Liang-ji

Abstract

Numerical simulation model were established with FLAC3D to calculate the bearing capacity,the settlement of composite foundation with different lengths of pile and the stress of pile and soil.The lengths of pile entered in the hard soil which have influence on the bearing behavior of composite foundation have been analyzed.The results show that the length of cement-soil pile entered in the hard soil has no obvious influence on the bearing capacity and the settlement of composite foundation.The length of the pile entered in the hard soil should be taken from two to five times pile diameter.

About this research paper

What this paper is about

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Key concepts: Pile, Geotechnical engineering, Bearing capacity, Settlement (finance), Foundation (evidence), Composite number, Cement, Bearing (navigation)