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ENGINEERING PROPERTIES OF SOILS
Permeability 32 Capillarity 35 Compressibility 39
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analysis angle of repose blanket borrow pit boundary cent clay cofferdam cohesionless soil cohesive soils compaction compression computed concrete consolidation construction core cracks curve cut-off density deposits depth developed diameter drain drainage drilling earth dam earth pressure effective embankment engineering equation equi-potential lines erosion excavation failure surface filter flow foundation gravel ground water grout hole horizontal hydraulic fill impervious increase internal friction Laplace equation layers limit line of seepage liquid limit load masonry materials maximum method moisture particles permeability pervious plane plastic pore pressure preconsolidation reduce resistance riprap rockfill dams safety factor sample sand saturated settlement shear shear strength shear stress shell shown in Fig silts slope soil mass Soil Mechanics stability strata stratum strength stress structure thickness trench triaxial shear test tube University of Roorkee upstream velocity vertical void ratio wall water pressure weather weight width zone