中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Centrifuge experimental study on instability of seabed stratum caused by gas hydrate dissociation

文献类型:期刊论文

作者Zhang XH(张旭辉); Lu XB(鲁晓兵); Shi YH; Xia Z; Liu WT
刊名OCEAN ENGINEERING
出版日期2015-09-01
卷号105页码:1-9
通讯作者邮箱zhangxuhui@imech.ac.cn
关键词Gas hydrate Stratum instability Centrifuge test Dissociation zone Pore fluid pressure
ISSN号0029-8018
产权排序[Zhang, X. H.; Lu, X. B.] Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China; [Shi, Y. H.; Xia, Z.; Liu, W. T.] Guangzhou Marine Geol Survey, Marine Environm & Engn Geol Survey, Guangzhou 510075, Guangdong, Peoples R China
通讯作者Zhang, XH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.
中文摘要Gas hydrate (GH) is a kind of solid energy resource with huge reserve. Stratum instability (such as marine landslide) may be caused by hydrate dissociation due to the softening of stratum and the buildup of excess pore pressure. In this paper, a centrifuge experiment was conducted to study the evolution of stratum instability during hydrate dissociation. The hydrate dissociation zone expands from the heating source in hydrate bearing sediment (HBS). The pore fluid pressure increases significantly accompanying the slow seepage and soil layer's softening and deformation. Large horizontal displacements and vertical displacements can be observed and increase with the expansion of hydrate dissociation zone. The results can be used for the verification of numerical simulations and a reference for engineering design. (C) 2015 Elsevier Ltd. All rights reserved.
英文摘要Gas hydrate (GH) is a kind of solid energy resource with huge reserve. Stratum instability (such as marine landslide) may be caused by hydrate dissociation due to the softening of stratum and the buildup of excess pore pressure. In this paper, a centrifuge experiment was conducted to study the evolution of stratum instability during hydrate dissociation. The hydrate dissociation zone expands from the heating source in hydrate bearing sediment (HBS). The pore fluid pressure increases significantly accompanying the slow seepage and soil layer's softening and deformation. Large horizontal displacements and vertical displacements can be observed and increase with the expansion of hydrate dissociation zone. The results can be used for the verification of numerical simulations and a reference for engineering design. (C) 2015 Elsevier Ltd. All rights reserved.
分类号一类
类目[WOS]Engineering, Marine ; Engineering, Civil ; Engineering, Ocean ; Oceanography
研究领域[WOS]Engineering ; Oceanography
关键词[WOS]SEDIMENTS ; SLOPE
收录类别SCI ; EI
原文出处http://dx.doi.org/10.1016/j.oceaneng.2015.06.006
语种英语
WOS记录号WOS:000360417700001
源URL[http://dspace.imech.ac.cn/handle/311007/55778]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
推荐引用方式
GB/T 7714
Zhang XH,Lu XB,Shi YH,et al. Centrifuge experimental study on instability of seabed stratum caused by gas hydrate dissociation[J]. OCEAN ENGINEERING,2015,105:1-9.
APA 张旭辉,鲁晓兵,Shi YH,Xia Z,&Liu WT.(2015).Centrifuge experimental study on instability of seabed stratum caused by gas hydrate dissociation.OCEAN ENGINEERING,105,1-9.
MLA 张旭辉,et al."Centrifuge experimental study on instability of seabed stratum caused by gas hydrate dissociation".OCEAN ENGINEERING 105(2015):1-9.

入库方式: OAI收割

来源:力学研究所

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