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科研机构
力学研究所 [14]
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期刊论文 [8]
会议论文 [5]
学位论文 [1]
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2023 [2]
2020 [1]
2017 [2]
2015 [1]
2014 [1]
2013 [1]
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Chemistry [1]
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专题:力学研究所
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A finite layer analysis method proposed for energy pile modeling under coupled thermo-mechanical loads
期刊论文
COMPUTERS AND GEOTECHNICS, 2023, 卷号: 164, 页码: 16
作者:
Zong, Chenfeng
;
Jiang, Gang
;
Shao, Dong
;
Wang, Xudong
;
Hu, Wenbin
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2023/11/13
Energy piles
Thermo-mechanical load
Finite layer analysis method (FLM)
Coupled thermo-mechanical analysis
Continuous-discontinuous element method for three-dimensional thermal cracking of rocks
期刊论文
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 卷号: 15, 期号: 11, 页码: 2917-2929
作者:
Nie, Wen
;
Wang, Junlin
;
Feng, Chun
;
Zhang, Yiming
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/12/18
Rock thermal cracking
Continuous-discontinuous element
Simplex integration
Temperature dependence
Numerical simulation
Effects of Statistical Characteristics for Deep-Sea Sediments on Lateral Buckling of HPHT Pipelines
会议论文
Dalian, China, 2020-11-22
作者:
Shi YM(师玉敏)
;
Gao FP(高福平)
;
Liu JT
;
; Zhu YS
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2021/01/28
PORO-ELASTOPLASTIC MODELLING OF UPLIFT RESISTANCE OF SHALLOWLY-BURIED PIPELINES
会议论文
Trondheim, NORWAY, JUN 25-30, 2017
作者:
Qi WG(漆文刚)
;
Shi YM
;
Gao FP(高福平)
;
Qi, WG (reprint author), Chinese Acad Sci, Key Lab Mech Fluid Solid Coupling Syst, Inst Mech, Beijing, Peoples R China.
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2018/01/16
Sand
Wave
Pipes
Poro-elastoplastic modelling of uplift resistance of shallowlyburied pipelines
会议论文
Trondheim, Norway, June 25, 2017 - June 30, 2017
作者:
Qi WG(漆文刚)
;
Shi YM(师玉敏)
;
Gao FP(高福平)
收藏
  |  
浏览/下载:44/0
  |  
提交时间: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
Influence of gas hydrate dissociation on mechanical properties of gas hydrate-bearing sediment
会议论文
Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics, ISFOG 2015, Oslo, Norway, June 10, 2015 - June 12, 2015
作者:
Zhang W
;
Li Q
;
Li Y
;
Cun H
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2017/05/05
Dissociation temperature
Environmental conditions
Gas hydrate bearing sediments
Hydrate dissociation
Internal friction angle
Mechanical characteristics
Mechanical parameters
Sediment mechanical properties
Effects of Heat Softening on Initiation of Landslides
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2014, 卷号: 11, 期号: 6, 页码: 1571-1578
作者:
Xiong CX
;
Lu XB(鲁晓兵)
;
Huang WD
;
Wang, CH
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2015/01/04
Landslide
Thermo-effect
Slide surface
Initiation
Advances in study of mechanical properties of gas hydrate-bearing sediments
期刊论文
THE OPEN OCEAN ENGINEERING JOURNAL, 2013, 卷号: 6, 页码: 26-40
作者:
Lu XB(鲁晓兵)
;
Zhang XH(张旭辉)
;
Wang SY(王淑云)
收藏
  |  
浏览/下载:26/0
  |  
提交时间:2014/03/04
Gas hydrate sediments
In-situ test
Laboratory test
Theoretical model
A Phase Equilibrium Model for Gas Hydrates Considering Pore-Size Distribution of Sediments
期刊论文
Acta Physico-Chimica Sinica, 2011, 卷号: 27, 期号: 2, 页码: 295-301
作者:
Yan RT
;
Wei HZ
;
Wu EL
;
Wang SY(王淑云)
;
Wei CF(韦昌富)
收藏
  |  
浏览/下载:40/0
  |  
提交时间:2012/04/01
Gas Hydrate
Phase Equilibrium
Pore-Size Distribution
Hydrate Saturation
Porous-Media
Methane Hydrate
Silica-Gels
Stability
Pressures
Predict
New progress and development of engineering blasting in China
会议论文
9th International Symposium on Rock Fragmentation by Blasting, FRAGBLAST 9, Granada, Spain, September 13, 2009 - September 17, 2009
作者:
Wang XG
;
Liu DS
;
Zhou JH
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2017/06/20
Adjacent structures
Blasting parameters
Collapsed structures
Demolition projects
Dust pollution
Explosion temperature
Fenghuo Shan tunnel
Geological conditions
High quality
High temperature
Hydropower projects
Major construction project
Overexcavation
Power station
Production techniques
Qinghai Tibet railway
Rock excavation
Smooth blasting
Soil environment
Underground plants
Underground powerhouse
Water conservancy
Weir structure
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