Effect of Deep Remediation and Improvement on Bearing Capacity and Settlement of Piled Raft Foundation Subjected to Static and Cyclic Vertical Loading

ABSTRACT

The effect of lime piles on the behavior of piled-raft foundation constructed on such soil and subjected to static and cyclic vertical loading was also investigated. The soil samples were contaminated artificially by light fuel oil (LFO) mixed with water and kerosene to simulate the contaminants that are usually disposed directly to the soil from the electricity power plant as a byproduct. The lime columns are holes of 20 mm diameter and 500 mm deep were drilled in the soil and filled with lime mixture. The lime mixture was prepared by mixing a dry soil with 15% of lime and natural water content and then poured into the holes and mixed thoroughly. The lime mixture was left for four weeks to allow the completion of most chemical reactions necessary for improvement and remediation of oil contaminated soil. Aluminum piles of 20 mm in diameter and 300 mm long were installed in soil models and subjected to static and cyclic vertical loading. Load-settlement curves showed that the contaminated soils have more settlement values compared with the intact soil, but improvement and remediation of soil samples showless settlement than that of contaminated samples. Lime piles are considered an efficient technique for decreasing the settlement of piled-raft foundations.

KEYWORDS:

• Soil contamination
• soil improvement
• residues oil
• axial static loading
• cyclic loading
• piled-raft foundation
• clayey soil

Acknowledgments

The authors express their thanks and appreciation to the staff of the Civil Engineering Department at the University of Baghdad and Al-Mustaqbal University College for help in conducting the necessary classification tests.

Data Availability Statement

All data, models, and code generated or used during the study appear in the submitted article.

Disclosure statement

No potential conflict of interest was reported by the author(s).