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ENGINEERING PROPERTIES OF GEOLOGIC MATERIALS
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analysis anchor applied ASCE backfill coefficient compacted compression computed concrete consolidation construction curve deep foundations deflection deformation density depth displacement drainage drains driving earth pressures effective stress elastic embankment Engineering Engrg evaluated excavation factor failure surface fill footing forces friction geologic Geotech Geotechnical Engineering given in Fig gneiss granular soils ground groundwater grout horizontal illustrated in Fig increase installed joints layer load tests materials maximum measured ment method modulus NAVFAC normal occur overburden pressure parameters penetration piezometers pore pressures Proc ratio relative density residual resistance result rock masses rock quality sand saturated seepage settlement shaft shales shear modulus shear strength shear stress shotcrete shown in Fig silt slope soft clay Soil Mech stability steel stiff strain stratum structures subgrade surcharge Terzaghi tion triaxial tunnel undrained values vertical wall water table wedge weight zone