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中国科学院力学研究所机构知识库
Knowledge Management System of Institue of Mechanics, CAS
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Key Labora... [5]
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师玉敏 [5]
漆文刚 [5]
高福平 [5]
汪宁 [2]
Wang JQ [1]
刘剑涛 [1]
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A Slip-Line Field Solution for the Ultimate Bearing Capacity of a Pipeline Under Oblique Loading on a Clayey Seabed
期刊论文
INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING, 2022, 卷号: 32, 期号: 4, 页码: 473-479
Authors:
Wang N(汪宁)
;
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
Adobe PDF(117Kb)
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View/Download:206/48
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Submit date:2023/02/03
Bearing capacity
deep-sea pipeline
oblique loading
slip-line field theory
failure envelope
pipe-soil interaction
clayey seabed
南海北部深水区表层沉积物工程性质的统计特征分析
期刊论文
海洋工程, 2021, 卷号: 39, 期号: 06, 页码: 90-98+151
Authors:
刘剑涛
;
师玉敏
;
王俊勤
;
朱友生
;
李畅飞
;
漆文刚
;
高福平
Adobe PDF(2340Kb)
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View/Download:249/65
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Submit date:2022/03/16
深海沉积物
南海北部
微观结构
物理力学特性
统计特征
Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling
期刊论文
APPLIED OCEAN RESEARCH, 2020, 卷号: 95, 页码: 13
Authors:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
Adobe PDF(5720Kb)
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View/Download:543/157
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Submit date:2020/04/07
Wave-seabed-pipeline interaction
Poro-elastoplastic model
Buried pipe
Transient pore-pressure response
Vertical soil resistance
Physical modeling of the axial pipe-soil interaction for pipeline walking on a sloping sandy seabed
期刊论文
OCEAN ENGINEERING, 2019, 卷号: 178, 页码: 20-30
Authors:
Shi YM(师玉敏)
;
Wang N(汪宁)
;
Gao FP(高福平)
;
Qi WG(漆文刚)
;
Wang JQ
Adobe PDF(3657Kb)
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View/Download:529/112
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Submit date:2019/05/29
Sloping seabed
Pipeline walking
Pipeline-seabed interaction
Physical modeling
Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines
会议论文
ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2017, Trondheim, Norway, June 25, 2017 - June 30, 2017
Authors:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
Adobe PDF(3561Kb)
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Submit date:2018/11/08
Arctic engineering
Elastoplasticity
Marine risers
Pore pressure
Soils
Stress analysis
Axial compressive forces
Elasto
plastic models
Heating and cooling
Internal friction angle
Numerical results
Operational cycle
Upheaval buckling
Uplift resistance