Investigation of the Application of Various Water Additive Ratios on Unconfined Compressive Strength of Cement-Stabilized Amorphous Peat at Different Natural Moisture Contents

Table 2

Cement dosage for peat A of various W/A ratios.

W/A ratio	(%)	W (g)	Ws (g)	Ww (g)	Wc (g)	% cement in wet soil	Cement dosage (kg/m^3)
Cement dosage for peat A of various W/A ratios
2.0	1210.497	500.000	38.153	461.847	230.923	46.185	472.282
2.5	1210.497	500.000	38.153	461.847	184.739	36.948	377.825
3.0	1210.497	500.000	38.153	461.847	153.949	30.790	314.854
3.5	1210.497	500.000	38.153	461.847	131.956	26.391	269.875
4.0	1210.497	500.000	38.153	461.847	115.462	23.092	236.141
Cement dosage for peat B of various W/A ratios
2.0	803.920	500.000	55.315	444.685	222.343	44.469	459.402
2.5	803.920	500.000	55.315	444.685	177.874	35.575	367.521
3.0	803.920	500.000	55.315	444.685	148.228	29.646	306.268
3.5	803.920	500.000	55.315	444.685	127.053	25.411	262.515
4.0	803.920	500.000	55.315	444.685	111.171	22.234	229.701
Cement dosage for peat C of various W/A ratios
2.0	380.606	500.000	104.035	395.965	197.982	39.596	421.350
2.5	380.606	500.000	104.035	395.965	158.386	31.677	337.080
3.0	380.606	500.000	104.035	395.965	131.988	26.398	280.900
3.5	380.606	500.000	104.035	395.965	113.133	22.627	240.772
4.0	380.606	500.000	104.035	395.965	98.991	19.798	210.675

w, moisture content; W, wet soil mass; Ws, dry soil mass, Ww, water content; Wc, cement mass.