Depth of influence of rolling dynamic compaction

Author:

Scott Brendan1ORCID,Jaksa Mark2ORCID,Mitchell Peter3ORCID

Affiliation:

1. Lecturer, School of Civil, Environmental & Mining Engineering, The University of Adelaide, Adelaide, South Australia, Australia (corresponding author: )

2. Professor of Geotechnical Engineering, School of Civil, Environmental & Mining Engineering, The University of Adelaide, Adelaide, South Australia, Australia

3. Technical Director – Geotechnical Engineering, Aurecon, Adelaide, Australia; Adjunct Professor, School of Civil, Environmental & Mining Engineering, The University of Adelaide, Adelaide, South Australia, Australia

Abstract

The depth of influence of rolling dynamic compaction (RDC) was investigated in a field trial using a four-sided impact roller. Earth pressure cells (EPCs) were placed at varying depths at a site consisting of homogeneous soil conditions. EPCs measured pressures imparted by RDC at 3·85 m depth; however, the largest magnitudes of pressure were confined to the top 2 m beneath the ground surface. These results were complemented by field density data, penetrometer and geophysical testing. A number of published case studies using the 8 t four-sided impact roller, for either improving ground in situ or compacting soil in thick layers, are summarised in this paper. Finally, equations are presented that predict first, the effective depth of improvement, appropriate for determining the depth to which the ground can be significantly improved in situ, and, second, the depth of major improvement for RDC, appropriate for thick-layer compaction.

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,Soil Science,Geotechnical Engineering and Engineering Geology,Building and Construction

Reference32 articles.

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