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A theoretical model to estimate inactivation effects of OH radicals on marine Vibrio sp. in bubble-shock interaction 期刊论文
ULTRASONICS SONOCHEMISTRY, 2019, 卷号: 55, 页码: 359-368
Authors:  Huang Y;  Wang J;  Abe A;  Wang YW(王一伟);  Du TZ(杜特专);  Huang CG(黄晨光)
Favorite  |  View/Download:1/0  |  Submit date:2019/09/09
Theoretical model  Bubble-shock interaction  Chemical inactivation  Biological probability model  Generation and diffusion of OH radicals  
Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models 期刊论文
COASTAL ENGINEERING, 2019, 卷号: 147, 页码: 89-98
Authors:  Qi WG(漆文刚);  Li CF(李畅飞);  Jeng DS;  Gao FP(高福平);  Liang ZD
Favorite  |  View/Download:28/0  |  Submit date:2019/05/29
Excess pore-pressure  Flume experiment  Sandy seabed  Combined waves and current  Boundary layer  Wave-current interactions  
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(王宁);  Gao FP(高福平);  Qi WG(漆文刚);  Wang JQ
Favorite  |  View/Download:18/0  |  Submit date:2019/05/29
Sloping seabed  Pipeline walking  Pipeline-seabed interaction  Physical modeling  
Physical modelling of local scour at twin piles under combined waves and current 期刊论文
COASTAL ENGINEERING, 2019, 卷号: 143, 页码: 63-75
Authors:  Qi WG(漆文刚);  Li YX;  Xu K;  Gao FP(高福平)
Favorite  |  View/Download:17/0  |  Submit date:2019/04/11
Local scour  Twin piles  Pile-group  Skew angle  Horseshoe vortex  PIV technique  Combined waves and current  Time scale  Equivalent pile diameter  
A hypoplastic model for gas hydrate-bearing sandy sediments 期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018, 卷号: 42, 期号: 7, 页码: 931-942
Authors:  Zhang XH(张旭辉);  Lin J;  Lu XB(鲁晓兵);  Liu LL;  Liu CL;  Li MY;  Su YW(苏业旺)
Adobe PDF(1968Kb)  |  Favorite  |  View/Download:49/13  |  Submit date:2018/10/30
effective porosity  gas hydrate-bearing sediment  hypo-plastic model  strain hardening  strain softening  
Failure mode and dynamic response of a double-sided slope with high water content of soil 期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 4, 页码: 859-870
Authors:  Yang B(杨兵);  Gao FP(高福平);  Jeng DS
Adobe PDF(2356Kb)  |  Favorite  |  View/Download:20/4  |  Submit date:2018/10/30
Slope displacement  Slope failure mode  Soil water content  Shaking table test  Landslides  
Bearing capacity of spudcan foundations in a spatially varying clayey seabed 期刊论文
OCEAN ENGINEERING, 2017, 卷号: 143, 页码: 97-105
Authors:  Li, Li;  Li, Jinhui;  Huang, Jinsong;  Gao FP(高福平);  Li, JH (reprint author), Harbin Inst Technol, Dept Civil & Environm Engn, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China.
Adobe PDF(2112Kb)  |  Favorite  |  View/Download:82/44  |  Submit date:2017/11/29
Spudcan Foundation  Spatial Variability  Bearing Capacity  Clay  Mobilized Shear Strength  
Pipe-soil interaction model for current-induced pipeline instability on a sloping sandy seabed 期刊论文
CANADIAN GEOTECHNICAL JOURNAL, 2016, 卷号: 53, 期号: 11, 页码: 1822-1830
Authors:  Gao FP(高福平);  Wang N;  Li JH;  Han XT;  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China.;  Gao, FP (reprint author), Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China.
Adobe PDF(1310Kb)  |  Favorite  |  View/Download:122/38  |  Submit date:2017/02/24
Submarine Pipeline  On-bottom Stability  Sandy Seabed  Analytical Study  Pipe-soil Interaction  Sloping Seabed