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Disturbances due to Tube Sampling in Coastal Soils
Publisher: American Society of Civil Engineers
Abstract: The effects of tube sampling disturbances on undrained shear characteristics of reconstituted samples of three coastal soils were investigated. The values of undrained shear strength
Mixed Convection Falkner–Skan Flow of a Maxwell Fluid
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: We performed a study for the effect of Newtonian heating on the nonsimilar mixed convection Falkner–Skan flow of a Maxwell fluid. Transformation procedure is adopted in obtaining the ordinary ...
Thermal Radiation Effect in MHD Flow of Powell—Eyring Nanofluid Induced by a Stretching Cylinder
Publisher: American Society of Civil Engineers
Abstract: In this paper, the steady magnetohydrodynamic (MHD) boundary layer flow of Powell—Eyring nanofluid over a stretching cylinder is discussed. Analysis is performed in the presence of thermal radiation. Variable temperature ...
Thermal Radiation Effect in MHD Flow of Powell—Eyring Nanofluid Induced by a Stretching Cylinder
Publisher: American Society of Civil Engineers
Abstract: In this paper, the steady magnetohydrodynamic (MHD) boundary layer flow of Powell—Eyring nanofluid over a stretching cylinder is discussed. Analysis is performed in the presence of thermal radiation. Variable temperature ...
Historic Landslide Dams along the Upper Indus River, Northern Pakistan
Publisher: American Society of Civil Engineers
Abstract: A significant number of landslides have occurred along the upper Indus River which resulted in temporary landslide dams. All of these debris dams eventually breach, often causing catastrophic flooding downstream. Remote ...
Initial Screening of Regional Landslide Hazards in the Hunza River Watershed, Gilgit Baltistan, Pakistan
Publisher: ASCE
Abstract: Landslides pose a significant hazard to life and property in areas vulnerable to mass movements. Qualitative landslide susceptibility maps offer a preliminary means of screening locations likely susceptible to slope ...
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