Evaluation of lateral resistance for caisson with RC piles encased by riprap-Reference-Cited by-同舟云学术

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Evaluation of lateral resistance for caisson with RC piles encased by riprap

Published:2023-04 Issue: Volume:50 Page:1089-1099
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Kim Kyeongjin,Lee Meeju,Park Jooyung,Lee Jaeha^ORCID

Funder

Ministry of Oceans and Fisheries

Korea Institute of Science and Technology

KETEP

Korea Institute of Marine Science and Technology promotion

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference29 articles.

1. Korff B. The Overturning Caisson: Construction Method Reconsidered. 2017.

2. Numerical simulation of scattering process of armour blocks on additional rubble mound behind breakwater during tsunami overflow using SPH method;Yamamoto;Comput Particle Mech,2021

3. Maia A, Rodrigues A, Lemos R, Capitao R, Fortes CJ. April. A web platform for the systematic monitoring of coastal structures. In: International Conference on Geographical Information Systems Theory. Applications and Management. SCITEPRESS. 2017:2:102–111.

4. Long J., Vanneste G. Effects of cyclic lateral loads on piles in sand. J Geotech Eng 1994:120(1):225–244.

5. Parametric pushover analysis on elevated RC pile-cap foundations for bridges in cohesionless soils;Blanco;J Bridge Eng,2019

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