The Influence of Dynamic Replacement Method on the Adjacent Soil

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Abstract

The purpose of this paper is to report on the field tests for the formation of a single DR (dynamic replacement) column and its influence on the surrounding weak soil deposit. The influence of the column formation has been assessed with piezocone and dilatometer measurements, as well as by changes in the strength and deformation parameters obtained from the field tests. These measurements were carried out during and after the column formation and at varying distances from the column. The tests carried out have shown that soil close to the column became weaker during the column formation. As a result the soil stiffness and strength were found to increase over time. The weaker the soil was in natural state, the more significant the strengthening effect became. That indicates that changes occurring around a DR column are complex. The measurements suggest that the changes in soil structure have a tendency to be dependent on the distance from the column, elapsed time and the type and the initial condition of the soil.

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Sękowski, J., Kwiecień, S., & Kanty, P. (2018). The Influence of Dynamic Replacement Method on the Adjacent Soil. International Journal of Civil Engineering, 16(10), 1515–1522. https://doi.org/10.1007/s40999-017-0231-6

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