DHARM
N-GEO\APPENDIX.PM5 909APPENDICES 909
()GwT 2 : (Ch. 2)GGTT 12 , : Specific gravity of soil solids at temperature T 10 and T 20 respectively (Ch. 2)
g : Acceleration due to gravity (Ch. 5)
H : Thickness of confined aquifer (Ch. 5)
Height of sample (Ch. 7)
Drainage path (Ch. 7)
Height of vane (Ch. 8)
Height of slope (Ch. 9)
Height of wall (Ch. 13)
Height above maximum scour level (Ch. 19)
Depth of water above the base of Caisson (Ch. 19)
Hc : Critical depth (Ch. 13)
He : Equivalent height of soil (Ch. 14)
Hs : Inclined height of wall face (Ch. 13)
H 1 : Overall depth of well (Ch. 19)
h : Length of hydrometer bulb (Ch. 3)
Hydraulic head causing flow (Ch. 5)
Stroke or height of fall of hammer (Ch. 20)
hc : Capillary rise (Ch. 5)
Depth of tension crack (Ch. 9)
ht : Height of water (Ch. 6)
hp,he,hv : Pressure head, elevation head and velocity head (Ch. 5)
I : Current (Ch. 8)
Second moment of area of the plan shape of caisson (Ch. 19)
Ib,IL : Moments of inertia of footing (Ch. 15)
Ic : Consistency index (Ch. 3)
ID : Density index
If : Flow index (Ch. 3)
IL : Liquidity index (Ch. 3)
Ip : Plasticity index (Ch. 3)
Is : Shrinkage index (Ch. 3)
Influence value (Ch. 11)
It : Influence value (Ch. 11)
IT : Toughness index (Ch. 3)
Iσ : Influence value (Ch. 10)
i : Hydraulic gradient (Ch. 5)
ic,iγ,iq : Inclination factors (Ch. 14)
j : Seepage force per unit volume (Ch. 6)