UTILIZATION OF CALCIUM LIGNOSULFONATE AND GRANITE DUST FOR STABILIZATION OF SUBGRADE SOIL IN FLEXIBLE PAVEMENTS

UTILIZATION OF CALCIUM LIGNOSULFONATE AND GRANITE DUST FOR STABILIZATION OF SUBGRADE SOIL IN FLEXIBLE PAVEMENTS
Author(s):
Gajulapalli Kiran Kumar Reddy, K Pravallika, Dr. T.Suresh Babu
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.
Article Details
Unique Paper ID: 161495 Publication Volume & Issue: Volume 10, Issue 4 Page(s): 353 - 356
Article Preview & Download

Share This Article

NCSEM 2024

National Conference on Sustainable Engineering and Management - 2024

Last Date: 15th March 2024

IJIRT.org enables door in research by providing high quality research articles in open access market.

Send us any query related to your research on editor@ijirt.org