STUDY OF SOIL RESPONSES ADJACENT TO JACK-UP SPUDCAN FOUNDATION

被引：0

作者：

Xie, Yi ^{[1
]}

Leung, C. F. ^{[1
]}

Chow, Y. K. ^{[1
]}

机构：

[1] Cathie Associates SA NV, Brussels, Belgium

来源：

PROCEEDINGS OF THE ASME 29TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2010, VOL 1 | 2010年

关键词：

EXTRACTION;

D O I：

暂无

中图分类号：

U6 [水路运输]; P75 [海洋工程];

学科分类号：

0814 ; 081505 ; 0824 ; 082401 ;

摘要：

Centrifuge model tests have been conducted to investigate the soil responses during penetration, jack-up rig operation and extraction of a jack-up spudcan foundation in soft clay. The penetration and extraction process of a half-cut spudcan were captured by a digital camera at 100g. Image processing technique involving Particle Image Velocimetry was then applied to evaluate the induced soil movements in the adjacent field of the moving spudcan. The development of pore pressures adjacent to the spudcan was also monitored.

引用

页码：831 / 837

页数：7

共 50 条

[31] Recent contributions of geotechnical centrifuge modelling to the understanding of jack-up spudcan behaviour
Centre for Offshore Foundation Systems, University of Western Australia, Perth, WA 6009, Australia
Ocean Eng., 7 (900-914):
[32] Design of A Bionic Spudcan and Analysis of Penetration and Extraction Performances for Jack-up Platform
GUO Sheng
ZHUANG Hong
TANG Wen-xian
WU Wen-le
LIU Qin
WANG Yue-yang
China Ocean Engineering, 2020, 34 (01) : 80 - 88
[33] Design of A Bionic Spudcan and Analysis of Penetration and Extraction Performances for Jack-up Platform
Guo, Sheng
Zhuang, Hong
Tang, Wen-xian
Wu, Wen-le
Liu, Qin
Wang, Yue-yang
CHINA OCEAN ENGINEERING, 2020, 34 (01) : 80 - 88
[34] PENETRATION RESISTANCE OF JACK-UP SPUDCAN ON DENSE SAND OVERLYING LOOSE SAND
Yung-Show F.
Liu C.
Sheng-Lin C.
Ying-Chu S.
Journal of GeoEngineering, 2019, 14 (03): : 129 - 139
[35] Design of A Bionic Spudcan and Analysis of Penetration and Extraction Performances for Jack-up Platform
Sheng Guo
Hong Zhuang
Wen-xian Tang
Wen-le Wu
Qin Liu
Yue-yang Wang
China Ocean Engineering, 2020, 34 : 80 - 88
[36] Numerical investigation on reinstallation of jack-up unit with rectangular spudcan close to footprint
Yuan, Ye
Fan, Lindong
Li, Jianbo
Gao, Jie
Duan, Menglan
OCEAN ENGINEERING, 2022, 252
[37] Determination of the ultimate consolidation settlement of jack-up spudcan footings embedded in clays
Yi, Jiang Tao
Liu, Fei
Zhang, Tai Bin
Qiu, Zi Zhan
Zhang, Xi Ying
Ocean Engineering, 2021, 236
[38] RESEARCH ON MECHANISM OF JACK-UP DRILLING PLATFORM SPUDCAN PENETRATING INTO SATURATED SAND
Zhou Z.-J.
Qi C.-G.
Kong G.-Q.
Zhong F.-T.
Zhang Z.-C.
Lai W.-J.
Gongcheng Lixue/Engineering Mechanics, 2023, 40 (06): : 144 - 157
[39] STUDY ON INFLUENCE OF SPUDCAN PENETRATION PILE ON ADJACENT BUCKET FOUNDATION IN SANDY SOIL
Le C.
Hu H.
Wang X.
Ren J.
Zhang P.
Ding H.
Taiyangneng Xuebao/Acta Energiae Solaris Sinica, 2024, 45 (02): : 95 - 101
[40] In-situ experimental study on spudcan penetration depth of jack-up platform in a site in Qidong city
Yi, Ming-xine
Zhu, Chang-qi
Wang, Tian-min
Liu, Hai-feng
Ma, Cheng-hao
Wang, Xing
Zhang, Po-yu
Qu, Ru
ROCK AND SOIL MECHANICS, 2022, 43 : 487 - 496

← 1 2 3 4 5 →