Soil Mechanics

active amount angle applied base bearing capacity calculated capillary classification clay coefficient cohesive soil compaction compression consistency consolidation construction curve density depends depth Designation determined diagram diameter distribution drain drainage earth pressure effective engineering equation example expressed factor flow footing force foundation freezing friction frost given ground surface groundwater Highway horizontal hydraulic increase influence lateral layer limit liquid load magnitude mass material means medium method moisture content natural normal obtained permeability phase physical plastic Plot position practical Problem properties REFERENCES relative Research rock rupture sand saturated seepage settlement shear shear strength shown silt slope Soil Mechanics soil particles soil sample solid specific Standard stress structure surface tension Table temperature term theory thickness unit weight University various vertical void ratio volume wall York