The Influence of Soil Saturation on the Geotechnical Test Results

Table 1

Plastic limits and liquid limits obtained from fall cone tests.

Soil	Test 1			Test 2
	PL %	LL %	PI	PL %	LL %	PI
Kaolin	26	71	45	26	68	42
Bentonite	51	96	45	49	95	46
50% K + 50% B	47	86	40	46	85	39

K: kaolin; B: bentonite; PL: plastic limit; LL: liquid limit; PI: plastic index.