Experimental Study on the Difference Mechanism of Shaft Resistance between Uplift Piles and Compressive Piles
Author:
Affiliation:
1. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China
2. Zhejiang Geological Big Data Application Center Co., Ltd., Hangzhou 310058, China
Abstract
Funder
National Natural Science Foundation of China
Publisher
MDPI AG
Subject
Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science
Link
https://www.mdpi.com/2076-3417/13/5/3158/pdf
Reference26 articles.
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2. Experimental study on bearing capacity of pre-bored grouted planted pile under compression and tension;Huang;J. Hunan. Univ. (Nat. Sci.),2021
3. Model experiment on bearing deformation behavior of uplift pedestal piles;Cao;Xi’an Univ. Arch. Tech.,2020
4. Uplift behavior and load transfer mechanism of prestressed high-strength concrete piles;Lai;J. Cent. South. Univ. Technol.,2010
5. Uplift capacity of single pile embedded in partially submerged sand;Basha;KSCE J. Civil. Eng.,2018
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