Unpaved Road Stabilization Using Bamboo Grid and Bitumen Coated Bamboo Cells
The present study encompasses laboratory model tests, both static and cyclic loading, on fly ash sub-bases of varying thickness overlying sand subgrade. Different sub-base conditions were created by introducing a single basal bamboo geogrid beneath the sub-base as well as reinforcing the sub-base wi...
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Veröffentlicht in: | Soil mechanics and foundation engineering 2019-11, Vol.56 (5), p.346-351 |
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Sprache: | eng |
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