Large Pull Out Test Apparatus for Geo Synthetics Manufacturer,Supplier and Exporter in USA

Large Pull Out Test Apparatus for Geo Synthetics

Product Code : JA-GT-9866
Lss America is a leading Large Pull Out Test Apparatus for Geo Synthetics Manufacturer,and suppliers in USA, Large Pull Out Test Apparatus for Geo Synthetics Manufacturer,and suppliers in South Africa.Large Pull Out Test Apparatus for Geo Synthetics Suppliers in Mozambique,Large Pull Out Test Apparatus for Geo Synthetics A quality product from Engineering Lab Equipments ideal for use in School Laboratories in developing countries of Asia, Africa and South Africa in Supplier Kenya, Southern African region, Botswana, Lesotho, Malawi, Angola, Namibia, Zambia, Zimbabwe. Djibouti, Ethiopia,Madagascar, Mauritius, Rwanda, Seychelles, Tanzania and Uganda.

Large Pull Out Test Apparatus for Geo Synthetics 
Description:-
The considerable increase in the use of geosynthetics in the reinforced soil structures led to the development of testing procedures to evaluate their interaction properties. 
Pullout apparatus is mainly used for finding the interfacial friction between GI Strips I Geosynthetics with soil. 
The interfacial friction coefficient is most important parameter for design of reinforced earth walls, reinforced earth slopes and other reinforcement applications. 
This test is carried out to find pullout interface properties of geogrids used as reinforcement in the Soil structures. 
Pull out Test Apparatus is being especially designed to measure the interface friction between GI Strips I Geosynthetics and Soil. 
The use of reinforcements provides additional shear stress in the soil mass through the tensile force in the reinforcement. 
A plot of maximum pullout resistance versus applied normal stress is obtained by conducting a series of such tests. 
The test method is applicable to all geosynthetics and all soils.
In this method, a geosynthetic is embedded between two layers of soil. 
For conducting the pullout test Normal compressive stress is applied to the top soil layer & horizontal force is applied to the geosynthetic & the force required to pull the geosynthetic out of the soil is recorded.
Pullout resistance is obtained by dividing the maximum load by the test specimen width. 

   

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