Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall

A Parametric Study of the Behavior of Geosynthetic Reinforced Soil Slopes

This paper presents the results of a number of computations using the 2D FEM to show the effects of significant variables on the behavior of geosynthetically reinforced earth slopes. The verification and reliability of the results are primarily examined through comparisons with experimental data available. The results seem to be quite acceptable and can be used with a high degree of reliability...

Reactive Processing of Silica-reinforced Tire Rubber

A Study on the Effects of Waste Rubber Tire Dimensions on Fine-Grained Soil Behavior

Mashhad city is located on alluvial deposits where the expanded area of this city, especially the central and eastern areas surrounding Imam Reza holy shrine, are built on weak and fine-grained deposits. Therefore, the soil improvement would be inevitable due to construction of high-rise buildings such as hotels and commercial complexes in these areas, as well as restructuring old buildin...

Laboratory Model Tests to Study the Behavior of Soil Wall Reinforced by Weak Reinforcing Layers

In this paper we suggest a method to calculate the first integrals of a special system of the first order of differential equations. Then we use the method for finding the solutions of some differential equations such as, the differential equation of RLC circuit

Seismic stability of reinforced-soil wall by pseudo-dynamic method

Determination of the internal stability of reinforced soil walls under earthquake conditions is an important part of seismic design. The horizontal method of slices is used for determining internal stability or for tieback analysis of the reinforced soil wall. A pseudo-dynamic method is adopted in the present analysis, which considers the effect of phase difference in both the shear and primary...