Smith's Elements of Soil Mechanics. Ian Smith

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СКАЧАТЬ Eurocode 7 calculated value of pile base resistance R_b;k Eurocode 7 characteristic value of pile base resistance R_b,rep Eurocode 7 (2nd G) representative base resistance R_c Eurocode 7 compressive resistance of ground against a pile at ultimate limit state R_c;cal Eurocode 7 calculated value of R_c R_c;d Eurocode 7 design value of R_c R_cd Eurocode 7 (2nd G) design value of R_c R_c;k Eurocode 7 characteristic value of R_c R_c;m Eurocode 7 measured value of R_c R_c,rep Eurocode 7 (2nd G) representative total pile resistance R_d Eurocode 7 design resisting force R_o Overconsolidation ratio (one‐dimensional) R_p Overconsolidation ratio (isotropic) R_s;cal Eurocode 7 calculated value of pile shaft resistance R_s;k Eurocode 7 characteristic value of pile shaft resistance R_s,rep Eurocode 7 (2nd G) representative shaft resistance S Vane shear strength S_dst;d Eurocode 7 design value of destabilising seepage force S_r Degree of saturation S_t Sensitivity T Time factor, tangential force, surface tension, vane torque T_d Eurocode 7 design value of total shearing resistance around structure U Average degree of consolidation U_z Degree of consolidation at a point at depth z V Volume, vertical load V_a Volume of air, percentage air voids V_dst;d Eurocode 7 design value of destabilising vertical action on a structure V_s Volume of solids V_v Volume of voids V_w Volume of water W Weight W_s Weight of solids W_w Weight of water X_d Eurocode 7 design value of a material property X_k Eurocode 7 representative value of a material property Eurocode 7 (2nd G) characteristic value of a material property X_rep Eurocode 7 (2nd G) representative value of a material property Z Section modulus a Area, wall adhesion, intercept of MCV calibration line with w‐axis b Width, slope of MCV calibration line c Unit cohesion c' Unit cohesion with respect to effective stresses c_b Undisturbed soil shear strength at pile base Eurocode 7 design value of effective cohesion c_r Residual value of cohesion c_u Undrained unit cohesion Average undrained shear strength of soil c_u;d Eurocode 7 design value of undrained shear strength c_v Coefficient of consolidation c_w Unit cohesion between wall and soil d Pile penetration, pile diameter, particle size d_c, d_q, d_γ Depth factors e Void ratio, eccentricity f Settlement coefficient f_s Ultimate skin friction for piles g Gravitational acceleration h Hydraulic head, height, head loss h_c Capillary rise, tension crack depth h_e Equivalent height of soil h_w Excess head СКАЧАТЬ