PERMFILE50729

• Permit No: C1981028
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: ASH DISPOSAL PLANS
• Media Type: D
• Archive: No

• TABLE 2. TRIA);lAL TEST STATISTICS
Silly, sandy, clay (CL)
Confining Pressure (psi)
10.0
20.0
40.0 '
80.0
100.0
120.0
0.0
0.0
Failure Strength (psi)
35.1
62.7
126.1
237.7
291.0
366.0
]4.7
13.4
Failure Strength (psi) = 9.743 + 2.890 (Confining Pressure - psi)
r2 0.998; SyX = 6.199 psi; t talc = 58.584 (> 99Z)
~i = 29.07°
Cohesion = 2.865 psi
Claystone, slightly sandy (CH)
Confining Pzessure (psi)
• .10.0
20.0
40.0
80.0
100.0
120.0 '
0.0
0.0
Failure Strength (psi)
50.1 '
72.5
.94.4
186.7
231.9 '
258.3
22.5
25.3
Failure Strength (psi) = 26.3 + 1.982 (Confining Pressure - psi)
r2 = 0.995; SyX 6.965 psi; t talc = 35.762 ( ~ 99Z)
0 = 19.23°
Cohesion = 9.245 psi
Sil[s[one, very sandy, slightly clayey (NL)
Confining Pressure (psi) Failure Strength (psi)
25.0. 136.L
50.0 _ 231.9
100.0 - 337..6
0.0 ~ 4.7
Failure Strength (Psi) = 36.08 + 3.235 (Confining Pressure - psi)
r= - 0.950; SyX - 38.64 psi; t talc 6.192 ( ~ 97Z)
0 = 31.86°
Cohesion a 10.03 psi -ZZ-