Investigation of Engineering Properties of Cement-Stabilized Calcareous Sand Foundation

Table 8

Comparison of ultimate bearing capacity.

Soil type	Apparent cohesion, c (kPa)	Internal friction angle, φ (°)	Pu (kPa)	UCS (kPa)	Test results (kPa)
Uncemented	0	36.50	184.04	—	150
5%	2.51	34.07	341.24	363.73	300
10%	18.17	33.20	753.37	562.70	500
15%	30.25	33.87	1,157.02	667.23	550