Mitigation of CPT thrust force through glauconite sand

Glauconite sands, which easily crush under shear and compressive stresses, can lead to high piezocone penetration testing (CPTu) penetration forces due to a combination of high tip resistance and high rod friction. Various methods to reduce thrust such as larger cones and friction reducers are routinely used but can still lead to early refusal in some soil conditions. This study presents the results of a CPTu field investigation at a New Jersey test site in two different geological formations of glauconite sand. In addition to larger cones and standard friction reducers, longer reducer length, larger reducer diameter, multiple standard reducers spaced evenly along the rod, and water jetting with a standard reducer were used to investigate their impact on reduction in thrust. Use of a larger 15 cm² cone, larger diameter friction reducer on a 10 cm² cone, and water jetting from the upper bevel on a 10 cm2 cone significantly reduced thrust, allowing greater penetration, though effectiveness was layer-specific. Neither the longer standard reducer nor multiple standard reducers showed any improvement. The results provide guidance for reducing thrust in glauconite sand, which can lead to deeper and more cost-effective geotechnical site characterization where thick glauconite sand layers are found.

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Publication Details

Journal
Canadian Geotechnical Journal
Published
2026-07-28
DOI
https://doi.org/10.1139/cgj-2026-0117
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
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article

Mitigation of CPT thrust force through glauconite sand

Morteza Shafiei, Don J. DeGroot, Zachary Westgate, Asitha Senanayake
Canadian Geotechnical Journal
Geotechnical Engineering and Soil Mechanics
article

Mitigation of CPT thrust force through glauconite sand

Morteza Shafiei, Don J. DeGroot, Zachary Westgate, Asitha Senanayake
article en

Abstract

Glauconite sands, which easily crush under shear and compressive stresses, can lead to high piezocone penetration testing (CPTu) penetration forces due to a combination of high tip resistance and high rod friction. Various methods to reduce thrust such as larger cones and friction reducers are routinely used but can still lead to early refusal in some soil conditions. This study presents the results of a CPTu field investigation at a New Jersey test site in two different geological formations of glauconite sand. In addition to larger cones and standard friction reducers, longer reducer length, larger reducer diameter, multiple standard reducers spaced evenly along the rod, and water jetting with a standard reducer were used to investigate their impact on reduction in thrust. Use of a larger 15 cm² cone, larger diameter friction reducer on a 10 cm² cone, and water jetting from the upper bevel on a 10 cm2 cone significantly reduced thrust, allowing greater penetration, though effectiveness was layer-specific. Neither the longer standard reducer nor multiple standard reducers showed any improvement. The results provide guidance for reducing thrust in glauconite sand, which can lead to deeper and more cost-effective geotechnical site characterization where thick glauconite sand layers are found.

Canadian Geotechnical Journal
Houston Galveston Institute (US), Amherst College (US), University of Massachusetts Amherst (US)
Openalex Percentile: Top 13%
Geotechnical Engineering and Soil Mechanics
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