New Mechanical Model for Evaluating Bearing Capacity of Prestressed Pipe Piles in Soil: Effect of Soil Layer-Reference-Cited by-同舟云学术

New Mechanical Model for Evaluating Bearing Capacity of Prestressed Pipe Piles in Soil: Effect of Soil Layer

Published:2022-01-14 Issue:3 Volume:50 Page:20210559
ISSN:0090-3973
Container-title:Journal of Testing and Evaluation
language:en
Short-container-title:J. Test. Eval.

Author:

Chen Rongbao¹²,Zhang Jichao¹,Chen Zeyu¹,Zhang Xiaoyu¹

Affiliation:

1. School of Civil Engineering, Guangzhou University, 230 Wai Huan Xi Rd., Guangzhou Higher Education Mega Center, Guangzhou 510006, China

2. Chancheng District Engineering Construction Project Quality and Safety Inspection Station of Foshan City, No. 17 Jin’an Rd., Chancheng District, Foshan 528000, China (Corresponding author), e-mail: 1111716004@e.gzhu.edu.cn, https://orcid.org/0000-0003-0439-3860

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference19 articles.

1. Field Tests and Finite Element Modeling of a Prestressed Concrete Pipe Pile-Composite Foundation;Yang;KSCE Journal of Civil Engineering,2015

2. Jointed Pipeline Response to Tunneling-Induced Ground Deformation;Wham;Canadian Geotechnical Journal,2016

3. Dynamic Responses of an End-Bearing Pile Subjected to Horizontal Earthquakes Considering Water-Pile-Soil Interactions;Huang;Ocean Engineering,2021

4. Application of Static Loading Tests to Steel Pipe Piles with Large Diameters in Chinese Offshore Wind Farms;Li;Ocean Engineering,2019

5. G. Vogrinčič and G. Strniša, “Results of Static and Dynamic Loading Tests on Driven Steel-Pipe Piles,” in Geotechnical Hazards (London: CRC Press, 2020), 657–662.

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1. Field tests on bearing characteristics of DPC pipe piles including effects of end sealing and side grouting;Acta Geotechnica;2023-07-19

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