The Study Of Geosynthetic Reinforced Foundation

In the 1980s of the 20th century, appeared a new type of three-dimensional materials Geosynthetics—geocell. This is a strong welded everything together by the polymers on the three-dimensional network structure, it flexibility that can be folded transport, the use of open and grid filling sand, stones, soil fill ,constitute a three-dimensional honeycomb structure. Geocell own strength and modulus great room, and filling in the stiffness of the filler composed of the great plate, with a certain degree of bending under the load, thus dispersed structure of the upper vertical stress. Toughness is a result of structural and can be adapted to the uneven foundation settlement, if properly designed. will be a very weak foundation of the future development of the reinforcing material.In this paper a great deal of information and reference on the basis of the results of previous work, using the finite element method of reinforced embankments on soft ground subsidence and the vertical and horizontal displacement be numerical analysis using conventional methods that embankment slope stability check, Plane reinforced by laboratory tests and test materials, and three-dimensional reinforcement material reinforcing effect, Geocell Reinforced soft ground for the design, construction provided a reference.