الفهرس 
INTRODUCTIONOnly 14 pages are availabe for public view
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Abstract
The blockage of storm water street inlets is considered one of the
most serious problems that face storm water drainage system used in
Egypt.
This study gains its value through discussing and come out with a
new system using permeable material at the shoulder of the road that
ensure having a considerable durability and permeability properties that
allows it to be used as roads pavement material.
This study analyses the permeability and durability characteristics
of proposed materials which are plastic grid pavers, permeable
interlocking concrete pavers and no fine concrete, the analyses were
undertaken by conduction a number of standard tests.
This study concerns with the usage of the no fine concrete material
as a pavement material since the plastic grid pavers and permeable
interlocking concrete pavers proposed materials are not achieved the
minimum strength to withstand the traffic load and due to the
availability in the local market with a competitive cost compared with
the existing systems.
The tests conducted on six no fine concrete mixtures to determine
the compressive strength, abrasion resistance, acid resistance and
permeability properties and compared between the results to achieve
with the optimum mix design.
It was noticed that no fine concrete possess a considerable
durability and permeability properties that allow it to act as a pavement
material carrying the traffic load and assure the drainage efficiency.
The study conducted a hydrological analysis to create a design
model based on the results of no fine concrete properties and the rainfall
quantities.
Also the study recommends using the design model procedures to
get the optimum drainage section maintaining the road shoulder width
with or without the pipe drains.