
And then, mechanical property tests are conducted. Next, lime is added to natural soils. Lime contents are selected as 4%, 6% and 8% by weight of natural soils. The plasticity index decrease with increasing the percentage of lime content. Soil is mixed with selected lime contents at their maximum dry density. In cohesive soil, the more the lime content, the more the cohesion. The lowest value of cohesion is 0.59 kgcm2 at lime 4% and it increases according to lime content. The percentage of lime increased, CBR value is also increased.
By Nyein Nyein Thant"Effect of Lime on Engineering Properties of Cohesive Soil"
Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-5 , August 2018,
URL: http://www.ijtsrd.com/papers/ijtsrd18162.pdf
Direct URL: http://www.ijtsrd.com/engineering/civil-engineering/18162/effect-of-lime-on-engineering-properties-of-cohesive-soil/nyein-nyein-thant
peer reviewed journal, manuscript submission, call for paper engineering
No comments:
Post a Comment