1
Download Program COLANY Stone Columns Settlement Analysis 1 User Manual
Transcript
Program COLANY Stone Columns Settlement Analysis ( ) ii) Elastic parameters of clay E2 = E´s = 2,000 kPa 2 = ´s = 0.3 ( )( ( iii) ) ) Constant F (equation 10) ( [ )( ( ) ) ( )] For a triangular spacing of 1.95m the diameter de of the “unit cell” is given by de = 1.05s =1.05 x 1.95 = 2.05m b = de / 2 = 1.025m The diameter d (=2a) of the stone columns is 1m. ( [ ( ) ( ) ) ( )] F = .282 10
