[Retracted] Model Test and Numerical Simulation of Water Conservancy Foundation Bearing Capacity

Table 1

Creep parameters.

	Loading factor	η	Ek	C1	C2	C3	C4	C5
0°C	0.3	0.043	0.03866	26.53	1	0	5	0.8523
	0.5	0.01788	0.02427	41.187	1	0	5	1.3866
	0.7	0.00856	0.03319	30.142	1	0	5	3.945
−15°C	0.3	1.0243	1.3839	0.723	1	0	5	1.378
	0.5	1.1673	2.3	0.436	1	0	5	2.0036
	0.7	0.13	0.138	7.198	1	0	5	1.181