Impact Factor
7.883
Call For Paper
Volume 12 Issue 07
July 2026
Author(s)
T Pujasri D Appanna
Abstract
Clay Soils Are Commonly Stiff In Dry State But Lose Their Stiffness When Saturated With Water. Soft Clays Are Characterized By Low Bearing Capacity And High Compressibility. Many Researchers, All Over The World Are Working, To Evolve More Effective And Pr
Keywords
Clayey Soil
Fly Ash
Rice Husk Ash
Standard Proctor Compaction Test
California Bearing Ratio.
Paper ID
IJSARTV7I241957
Publication Date
February 21, 2021
Research Area
Civil Engineering