Installation Effects and Behavior of a Driven Prestressed High-Strength Concrete Nodular Pile in Deep Saturated Soft Clay-Reference-Cited by-同舟云学术

Installation Effects and Behavior of a Driven Prestressed High-Strength Concrete Nodular Pile in Deep Saturated Soft Clay

Published:2023-03 Issue:3 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yu Jian-lin¹,Zhou Jia-jin²^ORCID,Zhang Ri-hong³,Gong Xiao-nan¹

Affiliation:

1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: .

3. Faculty of Architectural, Civil Engineering and Environment, Ningbo Univ., Ningbo 315211, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8130

Reference28 articles.

1. API (American Petroleum Institute). 2014. Recommended practice for planning, designing and constructing fixed offshore platforms - working stress design. 22nd ed. API RP2A-WSD. Washington, DC: API.

2. Strain Path Method

3. CABR (China Academy of Building Research). 2008. Technical code for building pile foundations. [In Chinese.] JGJ94-2008. Beijing: China Construction Industry Press.

4. CABR (China Academy of Building Research). 2014. Technical code for testing of building foundation piles. [In Chinese.] JGJ 106-2014. Beijing: China Construction Industry Press.

5. Cavity expansion in cohesive frictional soils

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