Research Article

Prediction of Effects of Geogrid Reinforced Granular Fill on the Behaviour of Static Liquefaction

Table 2

Bearing capacity and subgrade modulus for Series I, II, and III.

Test seriesTest namesBearing capacity (kN/m2)Subgrade modulus (MN/m3)
δ—10 mm ( )δ—15 mm ( )δ—20 mm ( )δ—10 mm ( )δ—15 mm ( )δ—20 mm ( )

Series IRT-0.50D17221624017.2014.4012.00
RT-0.7524429232424.4019.4716.20

Series II0.50-G(0.30D)32038842832.0025.8721.40
0.50-G(0.50D)36844248836.8029.4724.40
0.50-G(0.75D)44851855644.8034.5327.80
0.50-G(0.90D)48855658848.8037.0729.40
0.75-G(0.30D)34041645634.0027.7322.80
0.75-G(0.50D)41048451841.0032.2725.90
0.75-G(0.75D)47453657047.4035.7328.50
0.75-G(0.90D)54261865854.2041.2032.90

Series III0.50-N1-0.1D68676881868.6051.2040.90
0.50-N1-0.2D57865669857.8043.7334.90
0.50-N2-0.1D76082883676.0055.2041.80
0.75-N1-0.1D71679684271.6053.0742.10
0.75-N1-0.2D59567872859.5045.2036.40
0.75-N2-0.1D78485089078.4056.6744.50