Effect on bearing capacity and settlement behaviour of fly-ash reinforced with fine micropiles

ABSTRACT

Micropiling is an extensively used method for improving the stability of building foundations and load-carrying capacity of the soil. Unlike regular piling, it can be employed without pile driving equipment and, hence, it is a versatile option of soil reinforcement under space-restricted situations. Since, it is an economical and easy to implement option for soil improvement, this paper intends to study the improvement in bearing capacity and settlement behaviour of a fly-ash bed using fine micropiles under isolated footings, for low-cast and lightweight structures. Fly-ash, a by-product of coal-fired power plants, is used in the experiment because it is extensively used as a filling material for housing projects in low-lying areas and pavements. Micropiles were installed underneath the footing as well as beyond the periphery of footing with varied spacing and extent ratio. The results are depicted through two dimensionless constants, namely bearing capacity ratio (BCR) and settlement reduction factor (SRF). Significant improvements have been observed in load-carrying capacity and settlement potential due to decrease in spacing and increase in lateral extent of micropiles. The optimum configuration of spacing and lateral extend achieved 135% bearing capacity improvement with 71% decrease in settlement.

KEYWORDS:

• Micropiles
• bearing capacity ratio
• vertical reinforcement
• numerical modelling
• fly-ash

Acknowledgments

This work was supported by Deanship of Scientific Research (DSR) at Imam Abdulrahman Bin Faisal University, Kingdom of Saudi Arabia under Grant [2020-105-Arch].

Disclosure statement

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