Type or paste question here

-0.23 Example 3 He following results were obtained from an undrained shear box test carried out on a set of un disturbed soil samples: Normal ferice (Kn), 0.01 shear disploat(nm) Nermal displewhimo) shear force (kn) 0.00 0.00 0.00 0.02 -0.03 0.04 0.00 -0.05 -0.01 0.13 - 0.20 0.12 0,07 -0.21 0,13 0.07 0.06 0.12 0.23 0.06 e.)3 0,06 0.13 0,07 0.14 6.07 Normal force () 0.25 6.00 -0.23 0.03 -0.23 0.06 .6.23 0,08 -0.23 0,10 0,19 0.90 0.23 0.26 6.28 0131 034 @,37 @ 39 0.42 0745 -0.24 048 0.51 -0.25 -0.25 -0.22 -0.2) 0.11 0.00 0.00 0.02 0.0 0.0 0.07 0,07 0.08 0.10 0.1 0.13 0:14 0,16 0.16 016 0.17 o.1 0.17 0:17 0:18 013 0.18 0.5 0.00 0.00 - Normal force (KN) 0.91 shequr displace t (mm) , Nelmal (mm) Shearforcej 0.00 -0.28 0.03 -0,28 0.02 0.06 0,28 0.03 0.09 -0.28 0.07 0,12 0.28 o lo 0,15 0.27 O, 14 o 0,7 0.27 o 27 0.93 0,26 the cress sectional area of the bese was 3600 mm and the test was carried out in a fully instrumentiels a shear box apparatus 0.18 0 20 0,21