DHARM
N-GEO\APPENDIX.PM5 913APPENDICES 913
qns : Net safe bearing capacity (Ch. 14)
R : Shrinkage ratio (Ch. 3)
Reynold’s number (Ch. 5)
Radius of influence (Ch. 5)
Frictional resistance (Ch. 9)
Length of polar ray (Ch. 10)
Base reaction (Ch. 13)
Ratio of weight of pile to weight of hammer (Ch. 16)
Rγ,Rq : Correction factors for water table (Ch. 14)
Rd : Depth factor (Ch. 14)
Rg : Groutability ratio (Ch. 17)
Ri,Re : Base reactions (Ch. 14)
Rh : Corrected hydrometer reading (Ch. 3)
Observed hydrometer reading (Ch. 3)
ro : Radius of central well (Ch. 5)
ru : Pore pressure ratio (Ch. 9)
S : Degree of saturation (Ch. 2)
Specific surface area (Ch. 5)
A particular distance (Ch. 6)
Shearing resistance of base of slice (Ch. 9)
Shear component of soil reaction (Ch. 13)
Settlement (Chs. 14 & 16)
Sc : Consolidation settlement (Ch. 7)
Scc : Corrected Consolidation settlement (Ch. 11)
Se : Elastic compression of pile (Ch. 16)
Elastic part of settlement of plate (Ch. 20)
Ses : Elastic compression of soil at base (Ch. 16)
Sf : Settlement of foundation (Ch. 11)
Settlement due to deformation (Ch. 16)
Si : Immediate settlement (Ch. 11)
Sn : Stability number (Ch. 9)
So : Optimum spacing of piles (Ch. 16)
Sp : Settlement of plate (Ch. 11)
Settlement of pile tip (Ch. 16)
Plastic compression of soil (Ch. 16)
Sr : Degree of shrinkage (Ch. 3)
Ss : Settlement due to secondary compression (Ch. 15)
St : Sensitivity of clay (Ch. 3)