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5篇 您的检索式:作者名="Sujit Kumar Dash"
    题名 作者 年代 出处 被引量
1Stabilization of expansive soils using chemical additives: A review显示文摘Volume instability of expansive soils due to moisture fluctuations is often disastrous,causing severe damages and distortions in the supported structures.It is,therefore,necessary to adequately improve the performance of such soils that they can favorably fulfil the post-construction stability requirements.This can be achieved through chemical stabilization using additives such as lime,cement and fly ash.In this paper,suitability of such additives under various conditions and their mechanisms are reviewed in detail.It is observed that the stabilization process primarily involves hydration,cation exchange,flocculation and pozzolanic reactions.The degree of stabilization is controlled by several factors such as additive type,additive content,soil type,soil mineralogy,curing period,curing temperature,delay in compaction,pH of soil matrix,and molding water content,including presence of nano-silica,organic matter and sulfate compounds.Provision of nano-silica not only improves soil packing but also accelerates the pozzolanic reaction.However,presence of deleterious compounds such as sulfate or organic matter can turn the treated soils unfavorable at times even worser than the unstabilized ones.Dharmendra Barman Sujit Kumar Dash 2022Journal of Rock Mechanics and Geotechnical Engineering2022,14,4:3
2Effect of Geocell Type on Load-Carrying Mechanisms of Geocell-Reinforced Sand Foundations显示文摘Sujit Kumar Dash 2012International Journal of Geomechanics2012,,5:1
3Bearing capacity of circular footing on geocell–sand mattress overlying clay bed with void显示文摘S. Sireesh T.G. Sitharam Sujit Kumar Dash 2008Geotextiles and Geomembranes2008,,2:1
4Bearing capacity of strip footings supported on geocell-reinforced sand显示文摘Sujit Kumar Dash N.R Krishnaswamy K Rajagopal 2001Geotextiles and Geomembranes2001,,4:1
5Lime stabilization of soils:Reappraisal显示文摘Dash Sujit Kumar Hussain Monowar 2011Journal of materials in civil engineering2011,24,6:1
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