Smith's Elements of Soil Mechanics. Ian Smith

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СКАЧАТЬ Eurocode 7 partial factor for effects of actions,Eurocode 7 (2nd G) partial factor for unfavourable effects of actions γ _E,fav Eurocode 7 (2nd G) partial factor for favourable effects of actions γ _F Eurocode 7 partial factor for an action γ _G Eurocode 7 (2nd G) partial factor for permanent unfavourable/destabilising action γ _G;dst Eurocode 7 partial factor: permanent action – unfavourable γ _G,fav Eurocode 7 (2nd G) partial factor for permanent favourable action γ _G;stb Eurocode 7 partial factor: permanent action – favourable γ _G,w Eurocode 7 (2nd G) partial factor for unfavourable/destabilising water action γ _G,w,stb Eurocode 7 (2nd G) partial factor for stabilising water action γ _M Eurocode 7 partial factor for a soil parameter γ _Q Eurocode 7 (2nd G) partial factor for variable (unfavourable) action γ _Q;dst Eurocode 7 partial factor: variable action – unfavourable γ _Q,w Eurocode 7 (2nd G) partial factor for unfavourable water action γ _qu Eurocode 7 partial factor: unconfined compressive strength γ _R Eurocode 7 partial factor for a resistance γ _Rb Eurocode 7 (2nd G) pile design base resistance factor γ _Rc Eurocode 7 (2nd G) pile design total resistance factor γ _Rd Eurocode 7 (2nd G) pile design model factor γ _Re Eurocode 7 partial factor: earth resistance γ _Rh Eurocode 7 partial factor: sliding resistance γ _Rs Eurocode 7 (2nd G) pile design shaft resistance factor γ _Rv Eurocode 7 partial factor: bearing resistance γ _s Eurocode 7 partial factor: pile shaft resistance γ _sat Saturated unit weight (saturated weight density) γ _t Eurocode 7 partial factor: pile total resistance γ _tanδ Eurocode 7 (2nd G) partial factor: ground/structure interface friction γ _tanϕ Eurocode 7 (2nd G) partial factor: angle of shearing resistance γ _ts Eurocode 7 (2nd G) partial factor: effective shear strength γ _w Unit weight of water (weight density of water) γ _γ Eurocode 7 partial factor: weight density γ _ϕ' Eurocode 7 partial factor: angle of shearing resistance δ𝛿 Ground–structure interface friction angle ε Strain η Dynamic viscosity of water, conversion factor θ Angle of failure plane to major principal plane, angle subtended at centre of slip circle κ Slope of swelling line λ Slope of normal consolidation line, SPT rod length correction factor μ Settlement coefficient, one micron ν Poisson's ratio ξ _m Eurocode 7 (2nd G) pile design correlation factor ξ₁, ξ₂ Eurocode 7 correlation factors to evaluate results of static pile load tests ξ₃, ξ₄ Eurocode 7 correlation factors to derive pile resistance from ground investigation results ρ Density, settlement ρ' Submerged, buoyant or effective density СКАЧАТЬ