DHARM
N-GEO\APPENDIX.PM5 906906 GEOTECHNICAL ENGINEERING
av : Coefficient of compressibility (Ch. 7)
B : Skempton’s pore pressure parameter (Ch. 8)
Width of loading (Ch. 10)
Width of foundation (Ch. 18)
Smaller dimension of caisson/well (Ch. 19)
B : Parameter (Ch. 9)
Bi : Internal length of caisson (Ch. 19)
B 1 ,B 2 : Widths of footing (Ch. 15)
b : Size of elemental square (Ch. 6)
Breadth of slice (Ch. 9)
Size (breadth) of footing (Ch. 14)
Dimension (Ch. 15)
b′ : Effective width (Chs. 13 & 15)
C : Correction to hydrometer reading (Ch. 3)
Shape factor (Ch. 5)
Total cohesive force (Ch. 9)
Correction factor (Ch. 11)
Constant (Ch. 14)
Empirical constant in pile-driving formulae (Ch. 16)
CI : Inside clearance (Ch. 18)
Co : Outside clearance (Ch. 18)
Ca : Total adhesion force (Ch. 13)
Cb : Compression bar wave velocity (Ch. 20)
Cc : Coefficient of curvature (Ch. 3)
Compression index (Ch. 7)
Volume compressibility of soil (Ch. 8)
Cd : Deflocculating agent correction (Ch. 3)
Ce : Expansion index (Ch. 7)
Cm : Meniscus correction (Ch. 3)
Cp : P-wave velocity (Ch. 20)
Cr : Static cone resistance (Ch. 11)
Coefficient of restitution (Ch. 16)
Cs : Constant (Ch. 6)
Compressibility constant (Ch. 11)
Shear wave velocity (Ch. 20)
Ct : Temperature correction (Ch. 3)
Cu : Uniformity coefficient (Ch. 4)
Coefficient of elastic uniform compression (Ch. 20)