Model Tests on the Retaining Walls Constructed from Geobags Filled with Construction Waste

Table 4

Comparison of the slopes in different cases with a slope ratio of 1 : 0.5.

Name	Q1	Q2	Q3
Ultimate load that the slope top could bear/kPa	24	45	54
Greatest horizontal wall displacement (under a load of 24 kPa)/mm	2.9	0.72	0.6