Table 2.

Summary of the results of critical values obtained from the compressive tests.

Study Case	Critical Load (N)	Critical Displacement (mm)	Test’s Time (s)
1	1106	3.946	252
2	500	1.488	46
3	500	2.488	31
4	424	3.503	231
5	804	7.744	234
6	1028	4.304	354
7	921	3.54	235
8	1324	9.308	312
9	1590	8.635	260
10	1667	8.93	349
11	1354	7.85	289
12	500	3.59	109