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full-depth asphalt pavement thickness for a stage period of (t) years.
The stage design strength ratio reaches an average value of 16.21% at a stage period of 10 years.
However, the CI-like chondrites differ in having also experienced a late stage period of thermal metamorphism.
Equation 6 provides the AASHTO basic equation used in the design of flexible pavement with minor modifications made to allow for the inclusion of the stage period (t).
The stage period (t) starts from time zero and not from an intermediate time as typically done in a conventional two-stage design approach.
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.
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Equation 5a is used to determine the stage design strength ratio as a percentage using the specified stage periods.
The low values of stage design strength ratio associated with advanced stage periods seem to support the claim that the accelerated deterioration of flexible pavement in the absence of rehabilitation work could be generally attributed to a design inadequacy.
The stage design strength ratio continues to decrease sharply at advanced stage periods resembling to a great extent the accelerated deterioration trend associated with a typical flexible pavement performance curve.
As one scientist tells her, the new field sees pregnancy as "a staging period for well-being and disease in later life".
Since June, the Prague Baroque Festival has been staging period operas in the breathtaking Ledebour Garden, situated right below Prague Castle, to much fanfare.
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