Curved Strain Wedge Analysis of Laterally Loaded Flexible Piles in Various Soil Types-Reference-Cited by-同舟云学术

Curved Strain Wedge Analysis of Laterally Loaded Flexible Piles in Various Soil Types

Published:2022-06 Issue:6 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhang Fan¹^ORCID,Dai Guoliang²,Gong Weiming³,Liu Jinhao⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China; School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China; School of Civil Engineering, Southeast Univ., Nanjing 211189, China (corresponding author).

3. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China; School of Civil Engineering, Southeast Univ., Nanjing 211189, China.

4. Master’s Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China; School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002802

Reference32 articles.

1. API (American Petroleum Institute). 2011. Geotechnical and foundation design considerations, ANSI/API recommended practice 2 GEO. 1st ed. Washington, DC: API.

2. Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction

3. Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model

4. Brinkgreve, R. B. J., S. Kumarswamy, and W. M. Swolfs. 2016. PLAXIS material models manual. Delft, Netherlands: PLAXIS.

5. Soil parameters for deformation analysis of sand masses

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