Enhancing Flexible Pavement Performance with Calcium Lignosulfonate and Granite Dust

KONDURU SANTHOSH; K.V.ASHOK KUMAR

Enhancing Flexible Pavement Performance with Calcium Lignosulfonate and Granite Dust

Authors: KONDURU SANTHOSH, K.V.ASHOK KUMAR

Unique Paper ID: 175525
Volume: 11
Issue: 11
PageNo: 3384-3387

Keywords: Subgrade Stabilization Soil Calcium lignosulfonate Granite dust CBR

Abstract:
Soil is the foundation for any civil engineering structures. It is required to bear the loads without failure. In some places, soil may be weak and cannot resist the oncoming loads. In such cases, soil stabilization is needed. Numerous methods are available in the literature for soil stabilization. But sometimes, some of the methods like chemical stabilization; lime stabilization etc. adversely affects the chemical composition of the soil. In this test program, without additives and with additives clay was tested to find the optimum moisture content, Maximum dry density, CBR value, plasticity index.

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Cite This Article

ISSN: 2349-6002
Volume: 11
Issue: 11
PageNo: 3384-3387

Enhancing Flexible Pavement Performance with Calcium Lignosulfonate and Granite Dust

Available:https://ijirt.org/Article?manuscript=175525

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UGC Approved
Journal no 47859

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