And the equation of thickness of aggregate vs. soil strength, 43:
K ⋅ ε(h)
1
P
Cu(K,P,h) =
⋅
π + 2 2 ⋅ (B + 2 ⋅ h ⋅ tanα) ⋅ (L + 2 ⋅ h ⋅ tanα)
2
a(h)
a(h) ⋅ 1+
2 ⋅ s(h)
Cu (K, P, h)
h
5.181 104 kg m1 sec2
0m
3.659 104 kg m1 sec2
0.1 m
2.722 104 kg m1 sec2
0.2 m
2.099 104 kg m1 sec2
0.3 m
1.663 104 kg m1 sec2
0.4 m
1.346 104 kg m1 sec2
0.5 m
1.111 104 kg m1 sec2
0.6 m
9.36 103 kg m1 sec2
0.7 m
8.058 103 kg m1 sec2
0.8 m
7.116 103 kg m1 sec2
0.9 m
6.477 103 kg m1 sec2
1m
WRITEPRN(Gir20t) = Cu (K, P, h)
28
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