The Study of Form and Mechanism of Drift in the Railway Infrastructure and Its Consolidated Using the Geogrid Soil Wall

Document Type : Original Article

Author

M.Sc.Grad., The Geology-Ettehad Rah Consulting Engineers Co, Tehran, Iran.

Abstract

The design of major transport infrastructure in the Late Pliocene sediments of the Pliocene to the lithological and tectonic features regions, should be accompanied by detailed geological studies.The drift began at the railway crossing, the direction of movement (to force), the rates that were measured through the six-month period instruments, detectors that were specified drift depth, topography harvest limits and stratigraphy drift is used. Data was from the study indicate geology, the speed, direction and drift volume. The implementation of variants in the vicinity of the railway specific bridge due to its high financial burden is not possible and therefore drift energy reduction processes or to create a buffer against it, were studied. Field observations, drift conditions and the location of the data, we were forced to reduce the energy and drift to be used to plan the implementation of retaining wall. So, while providing full details of the proposed scheme in this paper, the reinforced soil walls (reinforced with geogrid) was conducted.
 
 

Keywords

References

 
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