Numerical and Larg-Scale Laboratory Study of Rock Column Groups in Sandy Soil Behavior Improvement

Table 5

Numerical comparison of bearing capacity of numerical and laboratory models related to reinforced sandy soil samples.

Model	Numerical final load capacity (newton)	Final laboratory bearing capacity (newton)	Results difference (%)
4SC6-5-0-2	2179	2070	5
4SC6-5-0-3	2159	2041	5.46
4SC6-5-35-2	2141	2012	6.02
4SC6-7-0-2	2806	2609	7
4SC6-7-0-3	2614	2431	7
4SC12-5-0-2	6730	6192	8
4SC12-5-0-3	6860	6517	5
4SC12-5-35-2	6946	6543	5.8
4SC12-7-0-2	6746	6206	8
4SC12-7-0-3	9043	8410	6.9