Calculation of Capillary Rise Height of Soils by SWCC Model

Table 6

Calculation result of coefficient for soil samples.

Sample	Compaction degree	Maximum height (cm)	Capillary radius (Å)	Coefficient
CL	0.9	331	2128	21.3
	0.85	317	2212	21.4
	0.8	301	2336	21.3
CH	0.9	355	2014	21.0
	0.85	334	2107	21.3
	0.8	314	2234	21.4
ML	0.9	293	2359	21.7
	0.85	267	2650	21.2
	0.8	239	2881	21.8
CHE	0.9	391	1811	21.2
	0.85	358	1989	21.1
	0.8	339	2090	21.2
SS	0.9	194	3305	23.4
	0.85	181	3399	24.4
	0.8	159	3841	24.6
FS	0.85	140	4499	23.8
	0.8	121	4950	25.0
MS	0.85	91	6374	25.9
	0.8	81	7116	26.0
CS	0.85	73	7854	26.2