Effect of Stone Dust Admixture on Strength Of Soil

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DC Field	Value	Language
dc.contributor.author	Goyal, Arpit	-
dc.contributor.author	Thakur, Neeraj	-
dc.contributor.author	Gupta, Ashok Kumar [Guided by]	-
dc.contributor.author	Kumar, Ashish [Guided by]	-
dc.date.accessioned	2023-05-01T10:29:06Z	-
dc.date.available	2023-05-01T10:29:06Z	-
dc.date.issued	2014	-
dc.identifier.uri	http://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/9542	-
dc.description.abstract	This research is an attempt to investigate the effect of stone powder on the strength and compaction properties of C-Ø soil collected from Chandigarh. The basic properties: Unconfined compressive strength, direct shear, compaction and Atterberg limits were determined first. The stone powder was added at specific percentages (20%, 25% and 30%) by weight of soil and mixed with the optimum moisture content obtained from the compaction test. The results revealed that the addition of 25% stone powder increased the maximum dry density whereas decreased optimum moisture content. Further when 20% stone dust powder was added soil strength increases by 6%. Similarly Atterberg limits and Cohesion decreases whereas angle of internal friction increases on increasing the percentage of stone dust.	en_US
dc.language.iso	en	en_US
dc.publisher	Jaypee University of Information Technology, Solan, H.P.	en_US
dc.subject	Geotechnical engineering	en_US
dc.subject	Soil	en_US
dc.subject	Stone Dust	en_US
dc.title	Effect of Stone Dust Admixture on Strength Of Soil	en_US
dc.type	Project Report	en_US
Appears in Collections:	B.Tech. Project Reports

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