Calculation of Capillary Rise Height of Soils by SWCC Model

Table 4

Fitting results of SWCC parameters for soil samples.

Samples		(%)	(%)
CL	0.9	38.2163	1.7842	0.0012	1.7798	0.6021
	0.85	39.9741	2.0259	0.0013	1.9266	0.5988
	0.8	40.5377	1.9624	0.0014	2.3215	0.5002
CH	0.9	41.3376	1.0621	0.0012	1.6198	0.5549
	0.85	42.2937	1.2063	0.0013	1.8688	0.4889
	0.8	43.2986	1.4079	0.0014	2.1398	0.4766
ML	0.9	30.6177	0.8823	0.0016	1.8423	0.4501
	0.85	31.7787	0.7213	0.0018	1.9932	0.4821
	0.8	33.1944	0.5056	0.0020	1.9161	0.4533
CHE	0.9	43.6997	2.2268	0.0010	2.0968	0.5001
	0.85	44.4501	0.9385	0.0012	2.0152	0.4896
	0.8	46.7998	1.3176	0.0013	1.9668	0.5102
SS	0.9	23.2396	0.7603	0.0014	1.9339	0.5983
	0.85	23.9630	0.5382	0.0017	1.9117	0.6021
	0.8	24.8004	0.6886	0.0017	2.0129	0.5891
FS	0.85	21.7180	0.2819	0.0018	1.6740	0.6213
	0.8	23.9116	0.5884	0.0022	1.6523	0.6011
MS	0.85	21.4904	0.3096	0.0026	1.3913	0.6542
	0.8	22.2219	0.2342	0.0027	1.5630	0.7311
CS	0.85	18.5616	0.1443	0.0033	1.5067	0.7001