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Grouting Pains (Available in Geoenvironmental Engineering Special Issue)

by Landris T. Lee, P.E., (M.ASCE), Res. Civ. Engr.; U.S. Army Waterways Experiment Station, Vicksburg, Miss.,
Philip Malone, Geologist; U.S. Army Waterways Experiment Station, Vicksburg, Miss.,
George Robitaille, Project Officer; U.S. Army Environmental Center, Aberdeen Proving Ground, MD,


Serial Information: Civil Engineering—ASCE, 1997, Vol. 67, Issue 10, Pg. 12A-16A


Document Type: Feature article

Abstract:

The article focuses on a new grouting technique for filling holes drilled during site investigation. The holes are grouted as the drill is withdrawn from the hole, instead of filled later. The technique is called cone penetrometer retraction grouting. The authors discuss the technique, its performance in various soil conditions and the proper materials to use in the grout.

Subject Headings: Grouting | Site investigation | Drilling | Soil properties | Soil grouting | Measuring instruments | Conical bodies

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