IMECH-IR

Browse/Search Results:  1-4 of 4 Help

Filters                        
Selected(0)Clear Items/Page:    Sort:
Coupled modelling of flood due to natural landslide dam breach 期刊论文
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2012, 卷号: 165, 期号: 10, 页码: 525-542
Authors:  Huang W;  Cao ZX;  Yue ZY;  Pender G;  Zhou JF(周济福);  Huang, W;  Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China.
Adobe PDF(750Kb)  |  Favorite  |  View/Download:1043/330  |  Submit date:2013/01/18
Floods & Floodworks  Hydraulics & Hydrodynamics  Mathematical Modelling  Failure  Simulation  River  Hydraulics  Erosion  China  Lake  
Experimental and numerical analysis on the responses of slope under rainfall 期刊论文
NATURAL HAZARDS, 2012, 卷号: 64, 期号: 1, 页码: 887-902
Authors:  Lu XB(鲁晓兵);  Ye TL(叶天立);  Zhang XH(张旭辉);  Cui P(崔鹏);  Hu KH(胡凯衡);  Lu, XB;  Chinese Acad Sci, Inst Mech, Beijing 100084, Peoples R China.
Adobe PDF(1016Kb)  |  Favorite  |  View/Download:1397/323  |  Submit date:2013/01/18
Debris Flow  Landslide  Initiation Of Debris Flow  Rainfall  Debris-flow  Saturated Sand  Water Film  Soil  Initiation  Landslides  Mechanism  Failure  
The characteristics and estimation of flow through a single rough-walled fracture 期刊论文
JOURNAL OF HYDRODYNAMICS, 2012, 卷号: 24, 期号: 3, 页码: 315-322
Authors:  Liu QQ(刘青泉);  Fan HG(樊红光);  Liu, QQ;  Chinese Acad Sci, Inst Mech, Lab Environm Mech, Beijing 100190, Peoples R China.
Adobe PDF(408Kb)  |  Favorite  |  View/Download:823/255  |  Submit date:2013/01/18
Fracture Seepage  Cubic Law  Effective Hydraulic Aperture  Non-symmetric Sinusoidal Fracture  Rock Joints  Fluid-flow  Equation  Model  Law  
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
Authors:  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)  |  Favorite  |  View/Download:813/225  |  Submit date: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