Regarding geotextiles used in roadway separation:
What is the required burst pressure of a geotextile supporting 75 mm maximum-size stone and heavy trucks with a tire inflation pressure of 1000 kPa? Use p ~ 0.75 pa, a cumulative reduction factor of 2.0, and a factor of safety of 2.0?
What is the required burst pressure of a geotextile under the same conditions in part (a) except that now the road will haul only light vehicles of tire inflation pressure of 500 kPa.
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