Unsaturated Seepage - Globe Thesis

Keyword [Unsaturated Seepage] Result: 1 - 20 \| Page: 1 of 6
1.	Experimental Study On Unsaturated Seepage Flow In Fracture And Numerical Analysis Of Seepage Flow In Fractured Rock Mass Due To Surface Infiltration
2.	Study On Key Techniques In Numerical Computation Of Unsteady Saturated-Unsaturated Seepage Field And Its Application
3.	A Study On Seepage Field And The Coupling Of Stress Field And Seepage Field And Its Application
4.	Study On Saturated-Unsaturated Seepage And Its Application
5.	Stability Study On Saturated-Unsaturated Fracture Rock Slope Under Atomized Rain Of High Dam
6.	Effects Of Reservoir Level Fluctuations On Reactivation Of Landslide In Reservoir Area
7.	Analysis And Application Of Coupled Seepage And Stress Fields In Fractured Rock Slope
8.	Stability Analysis Of Soil Slope Considering Transient-Unsaturated Seepage And Dilatancy Of Soils
9.	Study On Stability Of Embankments Of Red Layers Subjected To Unsaturated Seepage
10.	The Research Of Seepage Flow Through Dam Based On The Distributions Of Waterhead And Saturation
11.	The Analysis And Application Of 3-D Unsteady Saturated-Unsaturated Seepage FEM
12.	Study On The Characteristics Of Rain Infiltration And Its Influence On Slope Stability With Unsaturated Seepage Theory
13.	Study On Seepage Characteristics And Design Methods Of Seepage Control In Underground Engineering
14.	Study On Numerical Simulation Of Unsaturated Seepage Based On Water-gas Two-phase Flow Theory And Its Application
15.	Research On The Influence Factors Of Saturated-Unsaturated Seepage And Its Effect On Slope Stability
16.	Stability Analysis Method Of Discontinuous Rock Slope Under Unstable Saturated-unsaturated Seepage
17.	Study On The Characteristics Of Rain Infiltration And Its Influence On Slope Stability
18.	Numerical Simulation Of Complex Seepage Field Of Underground Engineering And Its Application
19.	Study And Programming Of Saturate & Saturate-Unsaturated Seepage Of Embankment
20.	Analysis Of Stability And Ground Surface Subsidence In The Course Of City Tunnel Construction Considering The Effect Of Fluid-Solid Coupling
<<First <Prev Next> Last>> Jump to