DHARM
N-GEO\APPENDIX.PM5 910910 GEOTECHNICAL ENGINEERING
K : Constant as specified (Ch. 3)
Specific or absolute permeability (Ch. 5)
Cohesion factor (Ch. 8)
Conjugate ratio (Ch. 13)
Shape coefficient (Ch. 14)
Constant which depends upon shape of well (Ch. 19)
KA,Ka : Active earth pressure coefficient (Ch. 13)
KB : Boussinesq’s influence factor (Ch. 10)
KI : Influence coefficient for line load (Ch. 10)
Ko : Coefficient of earth pressure at rest (Ch. 13)
Kp : Passive pressure coefficient (Ch. 13)
Ks : Coefficient of earth pressure (Ch. 16)
Kw : Westergaard’s influence factor (Ch. 16)
k : Darcy’s coefficient of permeability (Ch. 5)
Coefficient of subgrade reaction (Ch. 15)
ko : Constant (Ch. 5)
k′ : Coefficient of soil modulus variation (Ch. 16)
kc : Correction coefficient in Eq. 20.110 (Ch. 20)
ke : Effective permeability
kp : Coefficient of percolation (Ch. 20)
k,kz : Spring constant (Ch. 20)
L : Length of sample (Ch. 5)
Size of elemental square (Ch. 6)
Length of rectangular load (Ch. 10)
Length of footing (Ch. 15)
Actual waterway (Ch. 19)
L′ : Effective length (Ch. 15)
Le : Embedded length of pile (Ch. 16)
Ls : Lineal shrinkage (Ch. 3)
l : Length dimension (Ch. 8)
Arc length (Ch. 9)
Distance (Ch. 13)
lc : Chord length (Ch. 9)
lo,lr : Lever arm (Ch. 14)
ls : Length of slices (Ch. 9)
M : Mass under vibration (Ch. 20)
Ma : Mass of anvil (Ch. 20)
MB : Moment of force (Ch. 13)