Geosynthetic Indonesia - Geosynthetic reinforcement pile in soil can be a woven geotextile and non woven, or geogrid. Geotextile is used as a reinforcement function, separator or drainage. If the pile is located on soft soil, excessive deformation causes deposits be curved downward. Arch on the heap damaging the building that was on it .
In principle, the same pile behaves like a beam that is loaded, ie when the pile is too sharply curved, then there will be cracks in the bottom. Analysis of soil mechanics can be used to evaluate the soil conditions and the geometry of their accumulation. From this analysis will produce the required strength geotextile reinforcement in order not deform excessively hoard. Geotextiles, if put under the road embankment or dike may also reduce the stresses in the soil layer at the bottom, ie when the layer undergo traction due to the work load. With the geotextile, pile structural integrity is preserved, so that the pile load distribution to a wider area and thus geotextiles can reduce the intensity of pressure into the ground beneath it.
If the soft soil under the pile penetrated into the pile of material on it, the mechanical properties of the soil embankment will be affected, namely the strength of the soil around the base of the pile will be reduced. The water content in soft ground is gradually reduced by the presence of geotextile which serves as the drainage in the soil. Similarly, his discussion of the basic principles of geotextile may be useful for your knowledge.
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