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

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

Published:2023-10 Issue:10 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Basu Dipanjan¹,Paul Abhisek²^ORCID

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author).

2. Doctoral Candidate, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8414

Reference18 articles.

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

2. Testing and analysis of a laterally loaded bridge caisson foundation in gravel

3. Three-dimensional finite element analysis of laterally loaded bridge caisson foundations in gravelly soil

4. Winkler model for lateral response of rigid caisson foundations in linear soil

5. Response of laterally loaded rigid monopiles and poles in multi-layered elastic soil

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Simplified Continuum Model for Laterally Loaded Rigid Piles and Poles Considering Vertical and Horizontal Soil Displacements;Indian Geotechnical Journal;2024-01-21

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