Exact(9)
Therefore, fleet hauling time is calculated using Eq. 4: {mathrm{F}}_{mathrm{t}} = left(sum {mathrm{P}}_{mathrm{t}}right)/{mathrm{N}}_{mathrm{t}} (4 where Ft = fleet hauling time, Pt = time from a pickup point to a disposal site, and Nt = number of trucks within the fleet.
Queuing times are dependent on operational capacity of disposal sites (number of trucks a disposal site can accept per hour or day): {T}_c = {L}_t + left({H}_tx2right) + {Q}_t + {U}_t (3)where Tc = Truck cycle time, Lt = Loading time, H = Hauling time, Qt = queuing time, and Ut = Unloading time.
Disposal cost is based on annual charge of land fill and distance to disposal site, daily operation, loading time per vehicle, and hauling time per trip in hauling and land filling are 16 km, 8 h, 0.75 h and 1 h, respectively.
The other important characteristic is the fleet hauling time.
The slump flow changes with hauling time were also considered.
The slump flow and compressive strength changes with hauling time were also considered.
Similar(51)
Hauling times could also be increased due to bottlenecks in resource availability.
This leads to extended material hauling times and strong short-term aging effects.
Disposal sites located far away from impacted areas will increase clean-up duration due to hauling times.
Another factor that could lead to underestimating clean-up duration is the impact of vehicle traffic on hauling times.
In the cell-based system, the entities traverse through their neighbor cells and hence activities like returning and hauling times are handled by the system itself.
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