Recent advances in composite caisson–pile foundation

Zhihe Cheng; Shengyi Cong; Zhiqiang Cheng

doi:10.1080/1064119X.2025.2468851

Recent advances in composite caisson–pile foundation

Zhihe Cheng
, Shengyi Cong^*
, Zhiqiang Cheng

^*Corresponding author for this work

School of Civil Engineering, Harbin Institute of Technology
China Construction Eighth Engineering Division

Research output: Contribution to journal › Article › peer-review

3 Scopus citations

Abstract

Caisson composite–pile foundation (CCPF) is a major type of deep–water foundation. It is composed of gravity caissons and a pile foundation. It is widely used in bridge piers, wharf platforms, breakwaters, offshore platforms, and offshore wind–power foundations. Herein, the geotechnical characteristics and deformation of CCPFs are examined. Further, Emphasis is placed on theoretical, experimental, and numerical studies of the loading mechanism, transfer law, and deformation distribution of blended foundations under static and dynamic loading. Based on these studies, suggestions for future research and development are provided.

Original language	English
Pages (from-to)	2460-2473
Number of pages	14
Journal	Marine Georesources and Geotechnology
Volume	43
Issue number	12
DOIs	https://doi.org/10.1080/1064119X.2025.2468851
State	Published - 2025
Externally published	Yes

Keywords

Caisson composite–pile foundation
deformation rule
mechanical characteristics
scour effect

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10.1080/1064119X.2025.2468851

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title = "Recent advances in composite caisson{\textendash}pile foundation",

abstract = "Caisson composite{\textendash}pile foundation (CCPF) is a major type of deep{\textendash}water foundation. It is composed of gravity caissons and a pile foundation. It is widely used in bridge piers, wharf platforms, breakwaters, offshore platforms, and offshore wind{\textendash}power foundations. Herein, the geotechnical characteristics and deformation of CCPFs are examined. Further, Emphasis is placed on theoretical, experimental, and numerical studies of the loading mechanism, transfer law, and deformation distribution of blended foundations under static and dynamic loading. Based on these studies, suggestions for future research and development are provided.",

keywords = "Caisson composite{\textendash}pile foundation, deformation rule, mechanical characteristics, scour effect",

author = "Zhihe Cheng and Shengyi Cong and Zhiqiang Cheng",

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year = "2025",

doi = "10.1080/1064119X.2025.2468851",

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T1 - Recent advances in composite caisson–pile foundation

AU - Cheng, Zhihe

AU - Cong, Shengyi

AU - Cheng, Zhiqiang

PY - 2025

Y1 - 2025

N2 - Caisson composite–pile foundation (CCPF) is a major type of deep–water foundation. It is composed of gravity caissons and a pile foundation. It is widely used in bridge piers, wharf platforms, breakwaters, offshore platforms, and offshore wind–power foundations. Herein, the geotechnical characteristics and deformation of CCPFs are examined. Further, Emphasis is placed on theoretical, experimental, and numerical studies of the loading mechanism, transfer law, and deformation distribution of blended foundations under static and dynamic loading. Based on these studies, suggestions for future research and development are provided.

AB - Caisson composite–pile foundation (CCPF) is a major type of deep–water foundation. It is composed of gravity caissons and a pile foundation. It is widely used in bridge piers, wharf platforms, breakwaters, offshore platforms, and offshore wind–power foundations. Herein, the geotechnical characteristics and deformation of CCPFs are examined. Further, Emphasis is placed on theoretical, experimental, and numerical studies of the loading mechanism, transfer law, and deformation distribution of blended foundations under static and dynamic loading. Based on these studies, suggestions for future research and development are provided.

KW - Caisson composite–pile foundation

KW - deformation rule

KW - mechanical characteristics

KW - scour effect

UR - https://www.scopus.com/pages/publications/85218692779

U2 - 10.1080/1064119X.2025.2468851

DO - 10.1080/1064119X.2025.2468851

M3 - 文章

AN - SCOPUS:85218692779

SN - 1064-119X

VL - 43

SP - 2460

EP - 2473

JO - Marine Georesources and Geotechnology

JF - Marine Georesources and Geotechnology

IS - 12

ER -

Recent advances in composite caisson–pile foundation

Abstract

Keywords

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