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In certain engineering applications, value optimization may be required as an integral part of the operation.
Then, the first-year load applications value is multiplied by the stage traffic growth factor, F t), to yield the projected stage load applications value, W t), for a stage period of (t) years.
The stage load applications value is determined using Eqs. 2 and 3 with the pertaining results provided in Table 1.
The stage load applications value, W t), can be related to the design load applications level, W(T), using Eq. 2.
The design load applications level is divided by the design traffic growth factor, F(T), to yield the estimated first-year load applications value.
gravel equivalent associated with a stage period (t); traffic index associated with a stage load applications value, W t); and, resistance value indicative of subgrade strength.
Similar(45)
Then, the derived values of stage design strength ratio are compared to the deployed stage load applications values.
In practical applications values of δ and ζ must be selected.
Application Value (priority).
It shows wide application value.
The paper has some application value.
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