Please use this identifier to cite or link to this item:
http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/7891
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kumar, Kamalesh | - |
dc.date.accessioned | 2022-12-16T02:58:40Z | - |
dc.date.available | 2022-12-16T02:58:40Z | - |
dc.date.issued | 2016 | - |
dc.identifier.uri | https://ijiset.com/vol3/v3s1/IJISET_V3_I1_44.pdf | - |
dc.identifier.uri | http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7891 | - |
dc.description.abstract | Cooking coal dust has the potential to replace traditional admixtures used to improve soil properties. The low cost of this coal dust is an added benefit as it can be used either alone or in combination with regular admixtures in the construction of foundations, embankments, retaining walls etc. The aim of this paper is to determine the shearing strength parameters of Pilani soil mixed with varying coal dust amount. The experimental values will give us a better understanding of the range of coal dust usage in construction. Disposal of the huge amount of produced coal dust poses a potentially serious environmental threat due to paucity of land for disposal. Therefore, using coal dust in construction can, in addition to reducing expenditures, will also solve the headache of its safe disposal and help in preventing environmental degradation. Direct shear testing was conducted at in-situ water content & at OMC conditions. | en_US |
dc.language.iso | en | en_US |
dc.publisher | International Journal of Innovative Science, Engineering & Technology | en_US |
dc.subject | Civil Engineering | en_US |
dc.subject | Coal Dust | en_US |
dc.subject | Admixtures | en_US |
dc.subject | Shearing Strength Parameters | en_US |
dc.subject | Pilani Soil | en_US |
dc.subject | Direct Shear Testing | en_US |
dc.title | Shear Strength Characteristics of Coal Dust Mixed Pilani Soil | en_US |
dc.type | Article | en_US |
Appears in Collections: | Department of Civil Engineering |
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.