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Geotechnical investigation and tension-pile solution for foundation of SFT prototype at Qiandao Lake 会议论文
The 1st International Symposium on Archimedes Bridge, Qiandao Lake, China, 2010-10
Authors:  Gao FP(高福平);  Yan WJ(鄢文杰);  Ge F(葛斐)
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Tension-pile Group  Geotechnical Investigation  Submerged Floating Tunnel  Foundation Solution  
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
Authors:  Wang XG;  Liu DS;  Zhou JH;  Wang, X.G.
Favorite  |  View/Download：158/0  |  Submit date：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  
DPD simulation of multiphase flow at small scales 会议论文
2nd International Conference on Computer and Automation Engineering, ICCAE 2010, Singapore, Singapore, February 26, 2010 - February 28, 2010
Authors:  Liu MB(刘谋斌);  Chang JZ(常建忠);  Liu HT;  Liu, M.-B. (liumoubin@imech.ac.cn)
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Complex Geometries  Dissipative Particle Dynamics  Gas Phasis  Grid-based  Lagrangian Particle Method  Mesoscale  Micro-scale  Micro-scales  Moving Interface  Multi-phase Fluid Flow  Multiphase Fluid Motion  Multiple Components  Numerical Example  Particle-particle Interactions  Single Components  Small Scale  Two-component  Viscosity Contrast  Weight Functions  
Dynamic response of a single and a 4-bucket foundations 会议论文
7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010, Zurich, Switzerland, June 28, 2010 - July 1, 2010
Authors:  Zhang JH;  Zhang YM;  Lu XB(鲁晓兵);  Zhang, J.H.
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Bucket Foundation  Electromagnetic Actuators  Excess Pore Pressure  Lateral Loads  Load Intensity  Shallow Depths  Silty Sands  Structural Vibrations  
PHYSICAL MODELING OF UNTRENCHED PIPELINE BREAKOUT FROM SAND-BED IN OCEAN CURRENTS 会议论文
29th ASME International Conference on Ocean, Offshore and Arctic Engineering, Shanghai, PEOPLES R CHINA, JUN 06-11, 2010
Authors:  Yan SM;  Gao FP(高福平);  Cao J;  Zhang EY;  Li GH;  Wu YX(吴应湘);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing 100080, Peoples R China.
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NUMERICAL INVESTIGATION ON BEARING CAPACITY OF A PIPELINE ON CLAYEY SOILS 会议论文
29th ASME International Conference on Ocean, Offshore and Arctic Engineering, Shanghai, PEOPLES R CHINA, JUN 06-11, 2010
Authors:  Zhao B;  Gao FP(高福平);  Kang RY;  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing, Peoples R China.
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Instability of seabed and pipes induced by NGH dissociation 会议论文
20th International Offshore and Polar Engineering Conference, ISOPE-2010, Beijing, China, June 20, 2010 - June 25, 2010
Authors:  Lu XB(鲁晓兵);  Li QP;  Wang L;  Zhang XH(张旭辉);  Yao HY;  Wang SY(王淑云);  Lu, X.
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Before And After  Elastic Parameters  Ngh  Numerical Modeling  Practical Engineering  
On the capacity and deformation of bucket foundation under dynamic loadings 会议论文
20th International Offshore and Polar Engineering Conference, ISOPE-2010, Beijing, China, June 20, 2010 - June 25, 2010
Authors:  Li C;  Lu XB(鲁晓兵);  Wang SY(王淑云);  Li, C.
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Bucket Foundation  Capacity Degradation  Dynamic Loading  Dynamic Loadings  Horizontal Deformation  Non-linear  Numerical Models  Spring Model  Vertical Deformation  
A FEM model for wave-induced pore pressure response around a pile foundation 会议论文
20th International Offshore and Polar Engineering Conference, ISOPE-2010, Beijing, China, June 20, 2010 - June 25, 2010
Authors:  Li XJ(李小均);  Yang B(杨兵);  Gao FP(高福平);  Zang J;  Li, X.
View  |  Adobe PDF(468Kb)  |  Favorite  |  View/Download：301/74  |  Submit date：2017/06/20
Experimental Data  Fem  Fem Models  Numerical Results  Ocean Wave  Parametric Study  Pressure Response  Seabed  Simulating Waves  Soil Around Pile  Soil Permeability