Prediction of Subgrade Strength from Index Properties of Expansive Soil Stabilized with Bagasse Ash and Calcined Termite Clay Powder Using Artificial Neural Network and Regression

Table 1

Laboratory tests conducted for the study.

Laboratory tests	Standards used	Reference
(1) Particle size analysis	ASTM D 422-63	[14]
(2) Specific gravity	ASTM D 854-98	[15]
(3) Free-swell index	IS: 2720 (part XL)	[16]
(4) Atterberg limits	ASTM D 4318-98	[17]
(5) Compaction	ASTM D 698-91	[18]
(6) CBR	ASTM D 1883-99	[19]