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A physics-based model for clear-water scour development around a pile foundation in clayey soils 期刊论文
APPLIED OCEAN RESEARCH, 2025, 卷号: 155, 页码: 14./通讯作者：Qi, Wen-Gang
作者:  Zhao, Peiqing;  Qi WG(漆文刚);  Liu, Bo;  Gao FP(高福平)
收藏  |  浏览/下载：201/0  |  提交时间：2025/02/24
Local scour  Clay soils  Time-varying model  Phenomenological theory of turbulence  Pile foundation  
Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement 期刊论文
COMPUTERS AND GEOTECHNICS, 2024, 卷号: 169, 页码: 18./通讯作者：Yin, Zhen-Yu
作者:  Peng, Yu;  Yin, ZhenYu;  Gao FP(高福平)
收藏  |  浏览/下载：77/0  |  提交时间：2024/05/14
Micromechanics  Granular soils  Pipeline -soil interaction  Discrete element method  Finite element method  Progressive failure  
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
作者:  Qi WG(漆文刚);  Shi YM(师玉敏);  Gao FP(高福平)
浏览  |  Adobe PDF(3561Kb)  |  收藏  |  浏览/下载：309/86  |  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  
Numerical study of local scour effects on the lateral pile-soil interaction 会议论文
8th International Conference on Scour and Erosion, ICSE 2016, Oxford, United kingdom, September 12, 2016 - September 15, 2016
作者:  Qi WG(漆文刚);  Gao FP(高福平)
浏览  |  Adobe PDF(3695Kb)  |  收藏  |  浏览/下载：396/165  |  提交时间：2017/05/05
3d Finite Element Model  Analysis Approach  Effective Stress  Numerical Results  Overburden Soils  Pile Soil Interaction  Structural Behaviors  Surrounding Soils  
Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils 期刊论文
THEORETICAL & APPLIED MECHANICS LETTERS, 2012, 卷号: 2, 期号: 5, 页码: 051004
作者:  Gao FP(高福平);  Zhao B(赵波);  Gao FP(高福平)
浏览  |  Adobe PDF(3186Kb)  |  收藏  |  浏览/下载：849/258  |  提交时间：2013/01/16
Collapse Loads  Slip-line Field Theory  Submarine Pipeline  Shallow Foundation  Clayedy Soils  
Evolution of shear zones using numerical analysis at the May 12th Wenchuan Earthquake Site, China 期刊论文
ENVIRONMENTAL EARTH SCIENCES, 2012, 卷号: 65, 期号: 4, 页码: 1029-1036
作者:  Lu XB(鲁晓兵);  Cui P;  Chen XQ;  Hu KH;  Zhu YY;  Lu, XB;  Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Adobe PDF(920Kb)  |  收藏  |  浏览/下载：897/264  |  提交时间：2013/01/18
Simple Shear  Saturated Soils  Shear Bands  Instability  Plastic Porous Solids  Granular-materials  Saturated Soil  Undrained Conditions  Plane-strain  Instability  Localization  Bifurcation  Stability  Band  
Spectroscopy characteristics and environmental implications of dissolved organic matters in the sediment of taihu lake, china 期刊论文
Fresenius Environmental Bulletin, 2012, 卷号: 21, 期号: 4A, 页码: 976-985
作者:  Hu CM;  Zhang Y;  Yu T;  Yao B(姚波)
Adobe PDF(905Kb)  |  收藏  |  浏览/下载：994/234  |  提交时间：2012/12/04
Fluorescence Spectroscopy  Matrix  Soils  Acids  Sea  Dom  Dom  Spectroscopy  Sediment  c / n Ratio  Environment Implication  Taihu Lake  
Work and energy equations and the principle of generalized effective stress for unsaturated soils 期刊论文
International Journal for Numerical and Analytical Methods in Geomechanics, 2009, 卷号: 34, 期号: 9, 页码: 920-936
作者:  Zhao CG(赵成刚);  Liu Y;  Gao FP(高福平)
浏览  |  Adobe PDF(172Kb)  |  收藏  |  浏览/下载：1481/483  |  提交时间：2009/12/29
Unsaturated Soils  The Principle Of Effective Stress  Work Of Deformation  Energy Balance Equation  
A non-equilibrium sediment transport model for rill erosion 期刊论文
Hydrological Processes, 2007, 卷号: 21, 期号: 8, 页码: 1074-1084
作者:  Liu QQ(刘青泉);  Chen L(陈力);  Li JC(李家春);  Singh VP;  Singh, VP (reprint author), Texas A&M Univ, Dept Biol & Agr Engn, 2117 TAMU,Scoates Hall, College Stn, TX 77843 USA.
Adobe PDF(259Kb)  |  收藏  |  浏览/下载：1055/204  |  提交时间：2009/08/03
Dynamic Model  Rills  Rill Erosion Rate  Non-equilibrium Sediment Transport  Sediment Transport Capacity  Hydraulics  Detachment  Initiation  Flow  Simulation  Soils  Load