Experimental Study on Freeze-Thaw Effects on Creep Characteristics of Rubber Concrete

Table 4

Characteristic parameters of Weibull distribution.

Strain level
0.5	1.8949	−6.1614	372.41	0.9473
0.6	2.9257	−10.7248	273.14	0.9283
0.7	4.1157	−16.2196	228.15	0.9416
0.8	4.6147	−18.6738	217.02	0.9760