Geogrids are planar
product manufactured from polymeric material and typically placed in soil to
form an integral part of a drainage, reinforcement, or stabilization system. It
contains relatively high strength polymer grids consisting of longitudinal and
transverse ribs connected at their intersections.
It can be either biaxial or uniaxial, depending on the size of the apertures and shape of the interconnecting ribs. As geogrids are continuous, they tend to transfer and redistribute stresses away from areas of high stress concentrations (such as beneath a wheel load). Some of the limitations of geogrid are as follows:
It can be either biaxial or uniaxial, depending on the size of the apertures and shape of the interconnecting ribs. As geogrids are continuous, they tend to transfer and redistribute stresses away from areas of high stress concentrations (such as beneath a wheel load). Some of the limitations of geogrid are as follows:
2.
Non-uniform Tensile Strength. Geogrids often have different tensile
strengths in different directions as a result of the manufacturing process.
3.
Creep. Polymer material can be susceptible to creep. Thus, it is important
to use an allowable tensile strength that does allow for creep of the
geosynthetic. Oftentimes, this allowable tensile design strength is much less
than the ultimate strength
of the geogrid. For example, for a Tensar SS-2 (BX1200) biaxial geogrid, the
manufacturer’s recommended tensile strength is about 300 lb / ft, which is only
one-seventh the ultimate tensile strength (2100 lb / ft). The engineer should
never apply an arbitrary factor of safety to the ultimate tensile strength, but
rather obtain the allowable geogrid tensile design strength from the
manufacturer.
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