2004•Jiegou GongchengshiRequires access

Method of Additional Stress Calculation in Settlement of Pile Foundations

Yao Xiao-qing

Open publisher page 0 citations

Abstract

The calculation of additional stress is a key link in estimation of the settlement of pile foundations. The Boussinesq method and Mindlin method are compared,and which is suitable for viaduct pile foundations is studied in this paper.

About this research paper

What this paper is about

The calculation of additional stress is a key link in estimation of the settlement of pile foundations. The Boussinesq method and Mindlin method are compared,and which is suitable for viaduct pile foundations is studied in this paper.

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

The calculation of additional stress is a key link in estimation of the settlement of pile foundations. The Boussinesq method and Mindlin method are compared,and which is suitable for viaduct pile foundations is studied in this paper.

Key concepts: Pile, Settlement (finance), Stress (linguistics), Geotechnical engineering, Structural engineering, Key (lock), Engineering, Civil engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
Method of Additional Stress Calculation in Settlement of Pile Foundations — Research Paper | ScholarLens