Match the pairs for the determination of the thickness of flexible pavement by the appropriate method.
|
(a) |
California Bearing Ratio Method |
(i) |
\(T = \frac{{K\left( {TI} \right)\left( {90 - R} \right)}}{{{C^{\frac{1}{5}}}}}\) | |
|
(b) |
California Resistance Valve Method |
(ii) |
\(T = K{\log _{10}}^{\frac{p}{s}}\) |
|
|
(c) |
Triaxial Method |
(iii) |
\(T = {\left[ {\frac{{1.75P}}{{CBR}} - \frac{A}{\pi }} \right]^{\frac{1}{2}}}\) |
|
|
(d) |
McLeod Method |
(iv) |
\(T = \sqrt {{{\left( {\frac{{3PXY}}{{2\pi {E_s}\Delta }}} \right)}^2} - {a^2}} \) |
|
1
(a) - (i), (b) - (iv), (c) - (iii), (d) - (ii)
2
(a) - (iii), (b) - (iv), (c) - (ii), (d) - (i)
3
(a) - (i), (b) - (iii), (c) - (ii), (d) - (iv)
4
(a) - (iii), (b) - (i), (c) - (iv), (d) - (ii)