Accumulation of Pore Pressure in a Soft Clay Seabed around a Suction Anchor Subjected to Cyclic Loads | |
Li H3; Chen XG3; Hu C(胡存)2; Wang SQ3; Liu JZ1 | |
刊名 | JOURNAL OF MARINE SCIENCE AND ENGINEERING |
2019-09-01 | |
卷号 | 7期号:9页码:21 |
关键词 | soft clay cyclic loads residual pore pressure suction anchor |
ISSN号 | 2077-1312 |
DOI | 10.3390/jmse7090308 |
英文摘要 | A suction anchor is an appealing anchoring solution for floating production. However, the possible effects of residual pore pressure can be rarely found any report so far in term of the research and design. In this study, the residual pore pressure distribution characteristics around the suction anchor subjected to vertical cyclic loads are investigated in a soft clay seabed, and a three-dimensional damage-dependent bounding surface model is also proposed. This model adopts the combined isotropic-kinematic hardening rule to achieve isotropic hardening and kinematic hardening of the boundary surface. The proposed model is validated against triaxial tests on anisotropically consolidated saturated clays and normally consolidated saturated clays. The analytical results show that the excess pore water pressure accumulates primarily on the outside of the suction anchor, whereas negative pore water pressure mainly on the inside. The maximum values of both sides appear in the lower part of the seabed. According to the distribution characteristics of the residual pore pressure, a perforated anchor is proposed to reduce the accumulation of excess pore water pressure. A comparative study generally shows that the perforated anchor can effectively reduce the accumulation of excess pore water pressure. |
分类号 | Q3 |
资助项目 | National Natural Science Foundation of China[51379196] ; Taishan Scholars Program of Shandong Province[TS201511016] ; Young Elite Scientist Sponsorship Program by Cast[2016QNRC001] ; [51625902] |
WOS关键词 | PLASTICITY MODEL ; FIELD-TESTS ; BEHAVIOR ; WAVE |
WOS研究方向 | Oceanography |
语种 | 英语 |
WOS记录号 | WOS:000487981700016 |
资助机构 | National Natural Science Foundation of China ; Taishan Scholars Program of Shandong Province ; Young Elite Scientist Sponsorship Program by Cast |
其他责任者 | Chen, Xuguang |
内容类型 | 期刊论文 |
源URL | [http://dspace.imech.ac.cn/handle/311007/80625] |
专题 | 力学研究所_流固耦合系统力学重点实验室(2012-) |
作者单位 | 1.Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing 210098, Jiangsu, Peoples R China 2.Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China; 3.Ocean Univ China, Shandong Prov Key Lab Ocean Engn, Qingdao 266100, Shandong, Peoples R China; |
推荐引用方式 GB/T 7714 | Li H,Chen XG,Hu C,et al. Accumulation of Pore Pressure in a Soft Clay Seabed around a Suction Anchor Subjected to Cyclic Loads[J]. JOURNAL OF MARINE SCIENCE AND ENGINEERING,2019,7(9):21. |
APA | Li H,Chen XG,Hu C,Wang SQ,&Liu JZ.(2019).Accumulation of Pore Pressure in a Soft Clay Seabed around a Suction Anchor Subjected to Cyclic Loads.JOURNAL OF MARINE SCIENCE AND ENGINEERING,7(9),21. |
MLA | Li H,et al."Accumulation of Pore Pressure in a Soft Clay Seabed around a Suction Anchor Subjected to Cyclic Loads".JOURNAL OF MARINE SCIENCE AND ENGINEERING 7.9(2019):21. |
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