2003•Shanxi ArchitectureRequires access

Design of base pressure grouting to improve the bearing capacity of pile

Yang Zhang

Open publisher page 0 citations

Abstract

The application situation of post grouting technology of cast in place bored pile is introduced and based upon analysis of the actions of base post grouting on enhancing the bearing capacity of cast in place pile the obvious effects of this technology in improving the bearing capacity of single pile are proposed combined with practical work.

About this research paper

What this paper is about

The application situation of post grouting technology of cast in place bored pile is introduced and based upon analysis of the actions of base post grouting on enhancing the bearing capacity of cast in place pile the obvious effects of this technology in improving the bearing capacity of single pile are proposed combined with practical work.

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 application situation of post grouting technology of cast in place bored pile is introduced and based upon analysis of the actions of base post grouting on enhancing the bearing capacity of cast in place pile the obvious effects of this technology in improving the bearing capacity of single pile are proposed combined with practical work.

Key concepts: Pile, Bearing capacity, Base (topology), Geotechnical engineering, Bearing (navigation), Engineering, Civil engineering, Structural engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
Design of base pressure grouting to improve the bearing capacity of pile — Research Paper | ScholarLens