Design and Construction of Combined Treatment with CFG Pile and Gravel Pile in Liquefying Formation
Sheng Huai-hai
Abstract
Sheng Huai-hai
Abstract
Composite foundation with CFG pile and gravel pile is taken in recently deposited liquefying silt ground in Yellow River alluvial plain.CFG pile can increase the bearing capacity of foundation with its rigidity,and gravel pile can eliminate the liquidation of silt ground.This construction method is proved workable.
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.
Composite foundation with CFG pile and gravel pile is taken in recently deposited liquefying silt ground in Yellow River alluvial plain.CFG pile can increase the bearing capacity of foundation with its rigidity,and gravel pile can eliminate the liquidation of silt ground.This construction method is proved workable.
Key concepts: Pile, Silt, Geotechnical engineering, Alluvium, Foundation (evidence), Geology, Rigidity (electromagnetism), Bearing capacity