Applicability Analysis and Mechanical Characteristics of Deep Water Suction Pile

Author:

Xu Dongsheng1,Fan Jianchun1,Yang Jin1,Zhang Tianwei2,Zhu Chunlin3,Sun Ting1,Zhou Yingfang4,Liu Xun5,Zhao Yuhang1,Zhu Hong1

Affiliation:

1. China University of Petroleum-Beijing, Beijing, China

2. CNOOC Research Institute Company Limited, China

3. Offshore Oil Engineering, Qingdao, Co., Ltd, Qingdao, China

4. Country University of Aberdeen, Aberdeen, UK

5. CNOOC, China, Limited Tianjin Branch, Tianjin, China

Abstract

Abstracts The seabed soil in the deepwater surface has the characteristics of soft soil and low bearing capacity, the suction pile has the characteristics of high bearing capacity, it has broad application prospects in deep-water oil and gas drilling and production. Through the test experiments of lateral bearing capacity of suction pile after installation in place and numerical simulation of maximum stress and maximum displacement of suction pile wellhead, it is found that the bending moment load will cause the suction pile to be offset, and with the increase of the bending moment load, the wellhead offset increases, and the gasketed end shifts downward; with the increase of the tilting angle of the suction pile, the maximum transverse displacement and the maximum stress of suction pile increase, and the suction pile can protect the conductor from deformation effectively. Deformation. This study can be an important reference for the construction of wells with suction piles in deep-sea soft ground.

Publisher

OTC

Reference14 articles.

1. Current status and development trend of deepwater oil drilling technology;Jin;Oil Drilling Technology,2008

2. Suction Bucket Pile-Soil-Structure Interactions of Offshore Wind Turbine Jacket Foundations Using Coupled Dynamic Analysis;Plodpradit;Journal of Marine Science and Engineering,2020

3. On the application of the beam model for linear dynamic analysis of pile and suction caisson foundations for offshore wind turbines;M., Á.G., B.J.D. R. J.,2021

4. Study on horizontal bearing capacity of barrel-shaped foundation under consideration of soil shear[J];Zhenyu;Port Engineering Technology,2005

5. Study on cyclic bearing capacity of barrel-shaped foundation for soft ground [D];Chi,2007

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3