Design of base pressure grouting to improve the bearing capacity of pile
Yang Zhang
Abstract
Yang Zhang
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.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
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