Zobrazeno 1 - 10
of 40
pro vyhledávání: '"P. Kasinatha Pandian"'
Publikováno v:
International Journal of Technology, Vol 8, Iss 3, Pp 466-476 (2017)
This study investigated the possibility of developing a synthetic fill material by combining industrial waste materials, thus, integrating the properties of cohesion and friction as a replacement for natural soil. Biosolids and steel slag were select
Externí odkaz:
https://doaj.org/article/8fd3b05b12f54cca9317858f325c9f10
Autor:
Jijo James, P. Kasinatha Pandian
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
The study dealt with the effect of addition of sugarcane bagasse ash (BA) on the strength development of a lime stabilized expansive soil. Unlike previous investigations with combinations of lime and BA, this study compares the effect of lime content
Externí odkaz:
https://doaj.org/article/3be64982eb7d46039e637247eae36136
Autor:
P. Kasinatha Pandian, Jijo James
Publikováno v:
Građevinar, Vol 66, Iss 12., Pp 1109-1116 (2014)
The use of phosphogypsum as an additive to lime, to enhance its performance in soil stabilization, is analysed in this paper. The phosphogypsum is a by-product of the phosphate rock processing during production of phosphoric acid. Expansive soil samp
Externí odkaz:
https://doaj.org/article/4b6485d586df4979a573229885654dd7
Autor:
Jijo James, P. Kasinatha Pandian
Publikováno v:
Advances in Materials Science and Engineering, Vol 2017 (2017)
Valorisation of solid wastes in the manufacture of soil based building materials is one of the several technically feasible and cost-effective solutions for waste management. Sugarcane bagasse ash is one such solid waste generated in huge quantities
Externí odkaz:
https://doaj.org/article/ec531803ea674474bf3e42c921515d15
Autor:
Jijo James, P. Kasinatha Pandian
Publikováno v:
Advances in Civil Engineering, Vol 2016 (2016)
Chemical stabilization involves the use of chemical agents for initiating reactions within the soil for modification of its geotechnical properties. Cement and lime stabilization have been the most common stabilization methods adopted for soil treatm
Externí odkaz:
https://doaj.org/article/c50a55f2c84e4d428d1b202df5b8668e
Autor:
Jijo James, P. Kasinatha Pandian, K. Deepika, J. Manikanda Venkatesh, V. Manikandan, P. Manikumaran
Publikováno v:
Journal of Engineering, Vol 2016 (2016)
The study involved investigating the performance of ordinary Portland cement (OPC) stabilized soil blocks amended with sugarcane bagasse ash (SBA). Locally available soil was tested for its properties and characterized as clay of medium plasticity. T
Externí odkaz:
https://doaj.org/article/50bf7ac05f8643c6b02162bfe60fd71c
Plasticity, Swell-Shrink, and Microstructure of Phosphogypsum Admixed Lime Stabilized Expansive Soil
Autor:
Jijo James, P. Kasinatha Pandian
Publikováno v:
Advances in Civil Engineering, Vol 2016 (2016)
The study involved utilization of an industrial waste, Phosphogypsum (PG), as an additive to lime stabilization of an expansive soil. Three lime dosages, namely, initial consumption of lime (ICL), optimum lime content (OLC), and less than ICL (LICL),
Externí odkaz:
https://doaj.org/article/70d40bab6d45428293dd555698cdb66d
Autor:
J. K. Sundar, G. Swarna Kumar, R. Saraswathy, A. Sathish Kumar, Jijo James, G. Sriram, P. Kasinatha Pandian
Publikováno v:
Civil and Environmental Engineering, Vol 15, Iss 1, Pp 48-57 (2019)
The present study involved the utilization of crushed glass as an auxiliary additive in the manufacture of cement stabilized fly ash (CSF) bricks. The bricks were made with 1:1 proportion of fly ash and sand stabilized with 20 % cement. Crushed glass
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f48a23e6e9d2f79848432673772fd295
https://doaj.org/article/e8819386d3a64342876aef5179d69453
https://doaj.org/article/e8819386d3a64342876aef5179d69453
Autor:
P. Kasinatha Pandian, Jijo James
Publikováno v:
The Journal of Solid Waste Technology and Management. 44:270-280
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7f41bc95edb1ec08b9a88101bb1e1eb
https://doi.org/10.5276/jswtm.2018.270
https://doi.org/10.5276/jswtm.2018.270
Autor:
P. Kasinatha Pandian, Jijo James
Publikováno v:
Selected Scientific Papers: Journal of Civil Engineering, Vol 13, Iss s1, Pp 45-60 (2018)
Lime stabilization has been and still is one of the most preferred methods for stabilization of expansive soils. However, in the recent times, utilization of solid waste materials in soil stabilization has gained prominence as an effective means to m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1b87601174ea4c0fa61b1da4b7fab9c6
https://doi.org/10.1515/sspjce-2018-0005
https://doi.org/10.1515/sspjce-2018-0005