Research Article

Behavior of Nonplastic Silty Soils under Cyclic Loading

Table 2

The physical and dynamic properties of the samples.

SampleFC (%) (%) (%) (kN/m3) (kPa)CSR for 5% DAS for 5% DAS (kPa)

1.15442819.0874.240.373117.09
1.25442718.7649.800.251391.33
1.35442719.1639.990.200691.82
1.45442718.8531.360.1573096.22
2.15162719.2673.720.365120.03
2.25162719.4949.490.246498.17
2.35162719.9339.590.196483.03
2.45162719.3530.820.1521388.89
3.17192818.9272.870.346295.24
3.27193018.5849.620.254387.91
3.37192818.6140.230.199886.45
3.47192818.7730.390.1523098.17
4.167102817.6873.560.369123.93
4.267102717.0649.960.247362.03
4.367102719.0840.000.2011096.70
4.467103118.9530.050.1513292.31
5.173122818.4973.740.372491.82
5.273122818.4050.240.252894.26
5.373122919.0840.500.2031279.61
5.473122718.8230.310.15130287.42

DAS: double axial strain amplitude. : cycles. : excess pore water pressure.