Smith's Elements of Soil Mechanics. Ian Smith

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Smith's Elements of Soil Mechanics - Ian  Smith

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Hydraulic gradient ic Critical hydraulic gradient ic, iq, iγ Inclination factors k Coefficient of permeability l Length, length of flow path m Stability coefficient mB, mL Eurocode 7 load inclination factor parameters mv Coefficient of volume compressibility n Porosity, stability coefficient p Pressure, mean pressure, mean normal stress p' Mean normal effective stress pa Active earth pressure pc Preconsolidation pressure (one‐dimensional)
Equivalent consolidation pressure (isotropic) pLM Pressuremeter limit pressure p0 Earth pressure at rest
Preconsolidation pressure (isotropic)
Effective overburden pressure pp Passive earth pressure q Unit quantity of flow, deviator stress, uniform surcharge, bearing pressure q' Effective deviator stress qa Allowable bearing pressure qu Ultimate bearing capacity qu net Net ultimate bearing capacity r Radius, radial distance, finite difference constant ru Pore pressure ratio s Suction value of soil, stress parameter, settlement sc, sq, sγ Shape factors sw Corrected drawdown in pumping well t Time, stress parameter u, uw Pore water pressure ua Pore air pressure, pore pressure due to σ3 in a saturated soil ud Pore pressure due to (σ1σ3) in a saturated soil udst;d Eurocode 7 design value of destabilising total pore water pressure ui Initial pore water pressure ut Pore water pressure at toe of sheet pile wall v Velocity, specific volume w Water, or moisture, content wL Liquid limit wP Plastic limit ws Shrinkage limit x Horizontal distance y Vertical, or horizontal, distance z Vertical distance, depth za Depth of investigation points zo Depth of tension crack zw Depth below water table α Angle, pile adhesion factor, slope of Kf line β Slope angle Γ Eurocode 7 over‐design factor, specific volume at ln p' = 0 γ Unit weight (weight density), shear strain γ' Submerged, buoyant or effective unit weight (effective weight density) γ A;dst Eurocode 7 partial factor: accidental action – unfavourable γ b Bulk unit weight (bulk weight density), Eurocode 7 partial factor: pile base resistance γ c' Eurocode 7 partial factor: effective cohesion γ cu Eurocode 7 partial factor: undrained shear strength γ d Dry unit weight (dry weight density)

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