Strength Amplification of Expansive Soil Using Phosphogypsum

Main Article Content

Muhammad Jabran
Dr Naveed Ahmad
Gul Rukh Nizam
Muhammad Junaid Khan
Hammad Raza

Abstract

This research highlights the effectiveness of phosphogypsum in reducing the expansive nature of A-6 soil, presenting a promising path for long-term and cost-effective soil stabilisation procedures in civil engineering applications.This paper includes a thorough analysis into the usage of phosphogypsum as a soil stabilisation material for A-6 soil, which is classified as expansive and problematic by AASHTO. The study looks at how different percentages of phosphogypsum (3%, 6%, 9%, 12%, and 15%) affect many critical soil parameters, including Atterberg’s limits, compaction, hydraulic conductivity and CBR. The experimental results reveal that phosphogypsum greatly enhances soil properties. The liquid limit decreased from 69% to 58%, but the plastic limit climbed slightly from 25.17% to 25.94%. As a result, the plastic index improved, and the optimal moisture level increased from 10.4 to 11.4. The maximum dry density dropped from 1820 kg/m³ to 1500 kg/m³. The hydraulic conductivity of soil fell from 9.67E-07 cm/s to 5.7E-07 cm/s. The California Bearing Ratio (CBR) values also improved, rising from 4.61% to 7.95%.

Article Details

How to Cite
Jabran, M., Ahmad, D. N., Nizam, G., Khan, M., & Raza, H. (2024). Strength Amplification of Expansive Soil Using Phosphogypsum. Technical Journal, 3(ICACEE), 591-596. Retrieved from https://tj.uettaxila.edu.pk/index.php/technical-journal/article/view/2005
Section
3RD INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL AND ENVIRONMENTAL ENGINEERING
Author Biographies

Gul Rukh Nizam

Master's student of Physics in Qurtaba University Peshawar

Muhammad Junaid Khan

Assistant Resident Engineer in a road project of NHA, MSc student of Civil Engineering in Qurtaba International University Peshawar

Most read articles by the same author(s)