Energy-Based Analysis of Laterally Loaded Caissons with Large Diameters under Small-Strain Conditions-Reference-Cited by-同舟云学术

Energy-Based Analysis of Laterally Loaded Caissons with Large Diameters under Small-Strain Conditions

Published:2022-08 Issue:8 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Xiaojuan¹^ORCID,Dai Guoliang²,Zhang Fan³^ORCID,Gong Weiming⁴

Affiliation:

1. School of Civil Engineering and Architecture, Jiangsu Univ. of Science and Technology, Zhenjiang 212003, China. ORCID: .

2. Professor, Key Laboratory for RC and PRC Structure of Education Ministry, Nanjing 210096, Jiangsu, China; School of Civil Engineering, Southeast Univ., Nanjing 210096, Jiangsu, China (corresponding author).

3. Ph.D. Student, Key Laboratory for RC and PRC Structure of Education Ministry, Nanjing 210096, Jiangsu, China; School of Civil Engineering, Southeast Univ., Nanjing 210096, Jiangsu, China. ORCID:

4. Professor, Key Laboratory for RC and PRC Structure of Education Ministry, School of Civil Engineering, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002407

Reference28 articles.

1. A continuum-based model for analysis of laterally loaded piles in layered soils

2. A new framework for analysis of laterally loaded piles;Basu D.;J. Geo-Eng. Sci.,2013

3. Helical piles: an innovative foundation design option for offshore wind turbines

4. Byrne, B. W., 2015. “Field testing of large diameter piles under lateral loading for offshore wind applications.” In Proc., 16th European Conf., on Soil Mechanics and Geotechnical Engineering, 1255–1260. London: ICE Publishing.

5. PISA: New Design Methods for Offshore Wind Turbine Monopiles

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