Study on Disturbance Mechanism of Squeezed and Non-Squeezed Soil Piles on Soft Soil Foundation

Study on Disturbance Mechanism of Squeezed and Non-Squeezed Soil Piles on Soft Soil Foundation

The construction process of pile foundations can significantly disrupt the soil. Therefore, it is necessary to limit the degree of soil disturbance caused by pile foundation construction to an acceptable level. This paper examines the disturbance effects of pile driving on soft soil foundations, spe...

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Bibliographic Details
Main Authors: Chengyuan Lin, Ruyi Wang, Mengshuang Huang, Lebin Huang, Qinwen Tan
Format: Article
Language:English
Published: MDPI AG 2023-06-01
Series:Applied Sciences
Subjects:
hydrostatic pile
bag grouting pile
bored pile
squeezing effect
unloading effect
Online Access:https://www.mdpi.com/2076-3417/13/13/7757

Internet

https://www.mdpi.com/2076-3417/13/13/7757

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