Study of the Long-Term Deformation Characteristics of Municipal Sludge Solidified Soil under the Coupling Action of Dry-Wet Cycles and Initial Static Deviatoric Stress

Table 8

Parameters of n = 3 under different initial static deviatoric stress.

q (kPa)	s (kPa)	Intercept a2	Slope b2	Parameter C2	Average value of C2
0	50	2.4568	3.6548	0.6722	0.6338
	100	0.7065	1.1406	0.6194
	150	0.4329	0.7127	0.6074
	200	0.3097	0.5135	0.6031
	240	0.2951	0.4425	0.6669
10	50	2.5676	4.7539	0.5401	0.5256
	100	0.7650	1.5149	0.5050
	150	0.5432	1.0416	0.5215
	200	0.4322	0.8131	0.5315
	230	0.2599	0.4904	0.5300
15	50	2.2349	3.7539	0.5953	0.5638
	100	0.8505	1.5049	0.5651
	150	0.4602	0.8713	0.5282
	190	0.3437	0.6241	0.5507
	220	0.2838	0.4893	0.5799
20	50	3.8279	3.8279	0.5838	0.5630
	100	0.8950	1.6515	0.5419
	150	0.4826	0.8098	0.5959
	180	0.3144	0.5662	0.5552
	210	0.2632	0.4890	0.5382