Randolph

Randolph and Wroth - Elastic Analysis of Pile Load Tests

INPUT ro =

0.3 m

v  =

0.3

Ƞ = Ep = = Est Gi = l

Est Gb =

OutPut

1 30 Gpa 10.8 m 40 MPa

= ρ=

λ

ξ= rm =

750 estimated 0.5 estimated 1

ζ=

7.56 m 3.23

μl=

1.03

40 MPa

E=2.G.(1+ν) LOAD TEST DATA P (kN) w(mm) G (MPa) E (MPa) 2000 5.75 38.6 100.4 4000 10 44.4 115.4 6000 16.25 41 106.6

30.03