Research Article

Experimental Investigation on Hydraulic Properties of Granular Sandstone and Mudstone Mixtures

Table 1

Weight of SP and MP for each sample.

No.Weight ratio of SP/MPWeight of each particle size (g)
20–15 mm15–12 mm12–10 mm10–8 mm8–5 mm5–2.5 mm<0.25 mm
SPMPSPMPSPMPSPMPSPMPSPMPSPMP

A1 : 0787.50364.5019801620175.5084.4028.10
B2 : 1525262.5243121.5132661085411758.556.328.118.89.4
C1 : 1393.8393.8182.3182.39999818187.887.842.242.214.114.1
D1 : 2262.5525121.52436613254.010858.511728.156.39.418.8
E0 : 10787.50364.5019801620175.5084.4028.1