Impact Factor: 7.883
Submit Paper
Volume 3, Issue 12 (December 2017)

A Strength Improvement Studies Of Flyash Stabilized Expansive Soil Using Lime & Waste Tire Rubber

Impact Factor
7.883
Call For Paper
Volume 12 Issue 07

July 2026

Download Paper Format
Copyright Form
Share on:

Author(s)

N. Lokesh B. Ganesh

Abstract

Expansive Soils, Such As Black Cotton Soils, Are Basically Susceptible To Detrimental Volumetric Changes, With Changes In Moisture. This Behaviour Of Soil Is Attributed To The Presence Of Mineral Montmorillonite, Which Has An Expanding Lattice. Among Seve


Keywords

Expansive Soil Volumetric Changes Montmorillonite Flyash Lime Waste Tire Rubber.

Paper ID

IJSARTV3I1219235

Publication Date

December 12, 2017

Research Area

Soil Mechanics And Foundation Engineering

Submit Your Paper to IJSART

Join the global research community with IJSART. Submit your paper, share your work, and gain worldwide recognition!