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This guide focuses specifi cally on applications of compaction grouting where the increased strength and/or stiffness of the soil due to compaction is a primary element of the ground improvement. Applications where a ground improvement design requires the injected grout to obtain a strength greater than that of the surrounding soil, although potentially a valid application of low-mobility grout, are not considered to be compaction grouting for the purposes of this guide and hence are beyond the scope of this document.
 

Document History

  1. ASCE 53-19


    Compaction Grouting Consensus Guide

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  2. ASCE 53-10

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    Compaction Grouting Consensus Guide

    • Historical Version