Soils that are encountered by the practicing engineers in the field vary widely in their properties and in their response to any external stimulus. Soils that specialize in small particles such as rock, sand and coarse mud will not be able to absorb even the lowest pressure in stress and fail instantly with high penetration values. Further that should be improvised by the special methods used in Geotechnical Engineering there by enhancing various engineering properties of the soil. It’s worth mentioning that every method adapted has its own limitations and adaptability for having maximum output from soil conditions with minimum input. A number of trials have already been used by various scientists to technical know how about the random discrete installation method installed in the soil enhances its load change behavior by interacting with the soil particles mechanically through spatial collisions and interactions. Most of the tests were conducted on different type of soils but perhaps none of them used both horizontal and vertical permeability tests for the application of neutral stresses in fiber reinforced soils along with the use of geotextile and pond ash/ fly ash simultaneously. So a thorough study is utmost required for the sand or a combination of sand and pond ash to get established as a material