The soil displacement is mainly based on the soil stiffness (Young's Modulus E), drainage condition and stress distribution.
><Uk*mwL ,4Y*:JU4 For Clay, the poisson's ratio varies from 0.4 to 0.2 (soft clay to stiff clay), meanwhile the stiffness(E) from 1-15MPa to 30-100MPa. The poisson's ratio decrease with stiffness increase, the dispalcement will be smaller with the same stress level;
^,V[nfQR o.^y1mH' For sand, the poisson's ratio varies from 0.15 to 0.35 (loose sand to dense sand), the E from 10-20 MPa to 40-80 MPa, obviously, the settlement is bigger in loose sand with smaller poisson's ratio.
,%hj cGX11 8i:[:Z All these are based on drained condition. Of course the displacement is affect by many other issues.
\ e,?rH V`k8j-*s Hope some help!
I7mG/ s'L?;:)dyB 引用第8楼daniellb1023于2007-08-31 15:43发表的 : I/B1qw;MN
THANKS Friend...
Oh`2tc-
may i know the relationship between the "v" value and the soil displacemnt?
thank. d+}k g
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[ 此贴被mano在2007-09-01 05:16重新编辑 ]