Shock and Vibration / 2019 / Article / Tab 2

Research Article

Controlling Effects of Residual Deformation on Pore Pressure: A Loess Soil Case

Table 2

The maximum values of corresponding testing data in laboratory for the normalization.

Sample numberShear stress (kPa)Initial shear strength (kPa)Effective buried pressure (kPa)Strain (%)Excess pore pressure (kPa)
VerticalBulkAirWater

1101.058.052.519.680.731.5
2235.0111.0148.019.522.194.3
3196.2111.0140.819.363.007.3
410.59.234.517.951.8626.6
517.715.453.919.031.7838.9
623.521.583.416.781.9463.8
78.314.846.80.280.244.2
9.82.780.9320.4
10.016.971.2328.6
810.914.747.811.141.1628.8
949.574.296.30.190.080.17
67.50.440.160.41
79.90.760.492.24
1033.882.299.50.230.731.35
51.30.441.703.69