Study of Geotechnical Properties of Cement Stabilized Gravelly SOIL
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2017, Vol 5, Issue 1
Abstract
Pavement generally consists of base and sub-base, which are constructed from suitable materials. When no suitable material is available and it is expensive to bring material from distant sources; an alternative way which is now also practiced in India is to compact the in situ soil mixed with cement. And because of the extensive construction processes the aggregate demand is also so huge that lots of blasting, quarrying, crushing and transportation activities are consuming a lot of energies, but also the aggregate materials are depleting fast and are in short supply. On the other hand among various stabilization techniques, cement stabilization is one of the best options as it suits to any type of soil. It is observed that gravel have excellent properties as road aggregates and can be used in the road base and sub-base applications. In the present work, comprehensive laboratory work is carried out to study the effect on CBR value of well graded gravel stabilized by cement with different cement content i.e. 2% ,4% and 6% of dry weight of gravel soil .The CBR value of cement stabilized gravel is assessed after 96 hours soaking period.
Authors and Affiliations
Ujjawal Singh, Associate Prof. R K Yadav
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