Compelo Energy is using cookies

We use them to give you the best experience. If you continue using our website, we'll assume that you are happy to receive all cookies on this website.

ContinueLearn More
Close
Dismiss

Table 2: Summary results from embankment test and laboratory test

Where: g = average dry volumetric weight of rock
Ss = Specific density of rock
PI = Plastic index fine materials
Rc = average unconfined strength (natural) of rock specimens
Rc(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