20 Years of European case histories about continuous soilmix walls

Amongst all existing ground improvement techniques, deep cement mixing knew a big leap forward with the emergence of new technologies in the early 21st century. One of those, called Trenchmix® technique, involves a trencher to form continuous soil-cement walls by mixing the disaggregated ground with a binder on full depth in a single pass. As shown in this paper, the binder may be introduced either as a powder or in the form of a cementitious grout. The soil mixed material then self-hardens forming a barrier with a greatly reduced permeability and enhanced strength.This paper reviews 20 years of case histories with single pass trenching technology in Europe, through a wide range of applications dealing with ground improvement, slope stability, cut-off walls, retaining walls and environmental remediation. A particular highlight is provided on the properties of the soilmix walls constructed with this technology, with a focus on laboratory results vs field results about unconfined compressive strength and hydraulic permeability.

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Publication Details

Journal
Japanese Geotechnical Society Special Publication
Published
2024-11-24
DOI
https://doi.org/10.3208/jgssp.vol11.sl-1-01
Primary Topic
Geotechnical Engineering and Analysis
Type
article
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article

20 Years of European case histories about continuous soilmix walls

Florent Mathieu, E. Frugier, Christophe Justino
Japanese Geotechnical Society Special Publication
Geotechnical Engineering and Analysis
article

20 Years of European case histories about continuous soilmix walls

Florent Mathieu, E. Frugier, Christophe Justino
article en

Abstract

Amongst all existing ground improvement techniques, deep cement mixing knew a big leap forward with the emergence of new technologies in the early 21st century. One of those, called Trenchmix® technique, involves a trencher to form continuous soil-cement walls by mixing the disaggregated ground with a binder on full depth in a single pass. As shown in this paper, the binder may be introduced either as a powder or in the form of a cementitious grout. The soil mixed material then self-hardens forming a barrier with a greatly reduced permeability and enhanced strength.This paper reviews 20 years of case histories with single pass trenching technology in Europe, through a wide range of applications dealing with ground improvement, slope stability, cut-off walls, retaining walls and environmental remediation. A particular highlight is provided on the properties of the soilmix walls constructed with this technology, with a focus on laboratory results vs field results about unconfined compressive strength and hydraulic permeability.

Japanese Geotechnical Society Special PublicationVol. 11(3)
Openalex Percentile: Top 75%
Geotechnical Engineering and Analysis
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