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 6

Parameter values under different numbers of dry-wet cycle when q is equal to 0.

n	s (kPa)	Intercept a1	Slope b1	Parameter C1	Average value of C1
0	100	4.3069	7.0973	0.6068	0.6314
	150	3.5168	5.4074	0.6504
	200	2.4121	3.8984	0.6187
	250	1.9690	2.9772	0.6614
	300	0.9862	1.5920	0.6195
1	50	3.9127	5.8147	0.6729	0.6707
	100	2.5331	3.6233	0.6991
	150	2.4866	2.6103	0.6526
	200	1.7572	2.5431	0.6910
	270	0.7148	1.1205	0.6379
3	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
5	50	2.5567	3.6548	0.6995	0.6546
	100	0.7981	1.1406	0.6997
	150	0.4871	0.7798	0.6246
	180	0.3397	0.5550	0.6120
	220	0.2895	0.4542	0.6373
7	50	3.2465	4.8349	0.6715	0.6601
	100	1.4568	2.2234	0.6552
	150	0.6913	1.0990	0.6291
	210	0.2235	0.3265	0.6845
10	50	1.8112	2.7379	0.6615	0.6361
	100	0.8765	1.4472	0.6057
	150	0.5432	0.8410	0.6459
	200	0.3464	0.5488	0.6312