Shandong Hongxiang New Materials Co., the main product is the filament geotextile, woven geotextile, HDPE geomembrane, impermeable geomembrane, high-strength geogrid, tunnel waterproof board, Geo network, sodium bentonite waterproof blanket, composite geotextile film, composite drainage network, blind ditch, waterproofing and drainage combination of materials and other geosynthetics products. Woven geotextile high-intensity: the use of high strength industrial polypropylene, polyester, nylon and other synthetic fiber as raw material, with high raw strength. After weaving into law interwoven structure, further improving the overall carrying capacity. Durability: Synthetic fiber is characterized by easy degeneration, decomposition, weathering. Can long maintain its original features. Corrosion: synthetic fiber generally with acid and alkali resistance, insect resistance, fungal. Permeability: woven fabric can be effectively controlled pore structure, in order to achieve certain permeability. Convenient storage: Because of its light weight, according to certain requirements of the packaging, so transportation, storage, construction, etc. are very convenient ~ -30 ℃ temperature changes affected the quality; always adhere to the "integrity and pragmatic, social services" business philosophy, willing to work with domestic and international friends sincere cooperation and common cause of national construction and make greater contributions! joint development! For a better tomorrow! Homespun yarn in front of our raw materials to do the basic understanding, then how to filament geotextile reinforcement, here we give you concerned about the design method of non-woven geotextile reinforced soil, limit equilibrium method is still the most common, followed by the finite element method. Most believe that the limit equilibrium method is a conservative and safe design methods, it remains for a variety of civil engineering, but in the design of reinforced material to limit the extension of the length of s ten years, using computational methods to derive a lot of limit equilibrium theory often allows designers today. Because of a recent soil reinforcement material constitutive relation deepening study, using the finite element method is also developing rapidly. Especially for the more important, or deformation of the buildings there are strict requirements, often using the finite element method of accounting. Experimental and computational workload filament geotextile FEM large, there are many specific issues, the role is not yet widely used geotextile. In order to test the reliability of the different design methods, many units were once large observational and model prototype destruction test. Through observation and experiment results prove the limit equilibrium method and finite element method has certain reliability, but due to the complexity of the problem. Still need to combine with the engineer's experience, in order to achieve practical purpose. French J. c bum and help. DelM et al., Based on the latest limit equilibrium method of non-woven geotextile, the introduction of soil and reinforcement strain compatibility relation Specials nonwoven geotextile, in 1986 proposed displacement method (D53Ph delete, M clumsy od ) "J. This approach has been applied in France began, and constantly improving" xM J. Quality non-woven geotextile, non-woven geotextile West, Edison new materials (View) provided by New Materials Co., Edison. Edison New Materials Co., Ltd. (www.fangshenmo.com) strong, credible, in Dezhou site construction materials industry has accumulated a large number of loyal customers. The company better work attitude and constantly improving innovative ideas will lead Edison new materials into the brilliant and you work for a better future!