Title of article :
Comparison of clayey soil characteristics treated with lime and water base nano-polymer
Author/Authors :
Aghaei Araei ، Ata Geotechnics Department - Building and Housing Research Center (BHRC) , Salamat ، Amirsaeid Geotechnics Department - Building and Housing Research Center (BHRC) , Hashemi Tabatabaei ، Saeid Geotechnics Department - Building and Housing Research Center (BHRC) , Hassani ، Hossein Geotechnics Department - Building and Housing Research Center (BHRC)
From page :
271
To page :
276
Abstract :
This paper presents the results of laboratory tests to explicate the mechanism of the Poly Vinyl Acetate (PVA) and hydrated lime on the engineering properties of the treated soil. Soil improvement is a time and cost-saving method that enables unsatisfactory in-situ materials to obtain higher strength, obviating the need for costly excavation and replacement with suitable material. Laboratory tests, including consistency limits, compaction, unconfined compressive strength (UCS), and direct shear tests were carried out on treated soils. The results show that the addition of 4% PVA and 6% lime can improve soil properties, but lime had higher UCS for long period. Moreover, the optimum percentage of PVA has a small effect on the cohesion and UCS of treated soil, but its effect on friction angle is significant.
Keywords :
curing , Direct Shear , lime , PVA , Unconfined Compressive
Journal title :
International Journal of Mining and Geo-Engineering
Journal title :
International Journal of Mining and Geo-Engineering
Record number :
2727156
Link To Document :
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