METHODS TO OPTIMIZE PAVEMENT THICKNESS USING STABILROAD ADDITIVE

Abstract

Countries all over the world are developing rapidly and infrastructure sector plays a vital role in the development of nations. i Transportation i is i the i main i constituent i of i infrastructure i sector. transportation i of i all i kinds, the i i as i countries i compare i to i are i dependent i waterways, i on i railways, i the i roads i airways i and i etc. i highways i Innovation i for i in i i construction i offers i benefits i in i industry i and i community. i T he i Pavement i design i government i is i and i road spending i i excessive i amount i on i road i construction i as i well i as i maintenance, i so i there i is i also i a i need i for i an the i i i i i i i i i i use i of i innovation i crushed i rock i and i to i f ind i methods i aggregate i is i that i used i as i a i will i be i base i cost i cutting. In i material i for i road i many i developing i pavement. i T hese i countries, materials i required i in i large i quantities i and i are i not i easily i available i in i many i regions. i T he i present i are study establishes i T he i an i Cement i is i innovative i being i used i method i as i a i to i basic i optimize i binder i in i pavement i thickness i using i stabilroad i additive. Stabilization i since i ages. i But i the i limitations i with cement i when i Cracks. i used i Addition i in i of i Cement-treated i Base, i is i due i to i its i high i rigidity i and i Prone i to i shrinkage “StabilRoad” i enhances i the i its i risks i binding i of i property i shrinkage i with i cracks. i to i cement i Soil, i & i during i stabilization i modifies i the i microstructure, significantly i T hus, i it i retains i contributes i to i the i f lexibility, i making i the i which i eliminates pavement i optimization.