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Table 2

1 January 2000

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Table 2: Summary results from embankment test and laboratory testWhere: g = average dry volumetric weight of rockSs = Specific density of rockPI = Plastic index fine materialsRc = average unconfined strength (natural) of rock specimensRc(sat) = average unconfined strength (saturated) of rock specimens

No pass of VR	Average void ratio		g	Ss	PI	Absorption	Abrasion	Rc	Rc(sat)
10t weight	Thickness of layer (cm)
	40	60	90	kN/m3		%	%	%	Mpa	Mpa
4	0.26	0.31	0.40
6	0.24	0.27	0.37	23.3	2.62	<10	5%	27%	113	90
8	0.21	0.26	0.34

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