Numerical analysis of load-transfer mechanism of stiffened deep cement mixing pile foundation-Reference-Cited by-同舟云学术

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Numerical analysis of load-transfer mechanism of stiffened deep cement mixing pile foundation

Published:2023-11-22 Issue: Volume: Page:1-11
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Dai Zi-Hang¹,Liu Zhuo-Er¹,Zhang Hao²,Qin Zhi-Zhong³

Affiliation:

1. College of Civil Engineering, Fuzhou University, Fuzhou, China

2. Technology Research Center, Strait Construction and Development Co, Ltd, Fuzhou, China

3. Geotechnical Development Department, Fuzhou Architecture Design Institute Co, Ltd, Fuzhou, China

Funder

Natural Science Foundation of Fujian Province

Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2023.2285650

Reference19 articles.

1. “混凝土芯水泥土搅拌桩复合地基承载与变形特性研究” [Analysis of Work Characteristics of Concrete-Cored DCM Pile Composite Foundation];Chi Wang;Journal of Zhejiang University,2014

2. Itasca. 2002. Fast Lagrangian Analysis of Continua in 3 Dimensions. Minneapolis, MN: Itsca.

3. Investigation and simulation of behavior of stiffened deep cement mixing (SDCM) piles

4. Behavior of Stiffened Deep Cement Mixing Pile in Laboratory;Jamsawang P.;Lowland Technology International: The Official Journal of the International Association of Lowland Technology(ialt),2009

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