Improvement of the unconfined compressive strength of 3D-printed model rock via silica sand functionalization using silane coupling agents

Model rock is being explored for use in geotechnical research due to the ability to customize the design and production of specimens for a variety of testing techniques. However, a current limitation of model rock manufacture is that the mechanical properties are not similar enough to natural rock,...

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Published inInternational journal of adhesion and adhesives Vol. 85; pp. 274 - 280
Main Authors Hodder, Kevin J., Nychka, John A., Chalaturnyk, Rick J.
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 01.10.2018
Elsevier BV
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Abstract Model rock is being explored for use in geotechnical research due to the ability to customize the design and production of specimens for a variety of testing techniques. However, a current limitation of model rock manufacture is that the mechanical properties are not similar enough to natural rock, such as Berea sandstone. In this study, silane coupling agents (SCAs) were used to functionalize the surface of silica sand to test the feasibility of increasing the unconfined compressive strength (UCS) of model rock fabricated using furfuryl alcohol as a binder. Observations of the wetting angle of furfuryl alcohol on functionalized glass slides and the adhesive strength on steel tensile stubs were used to select possible candidates for UCS sample fabrication. UCS testing of samples fabricated with bare and functionalized silica sand showed that there is a significant improvement of the UCS of model rock when (3-glycidoxypropyl)trimethoxysilane (GPTMS) is used to functionalize the sand prior to fabrication. The following study provides a possible approach to increase the UCS of model rock via SCAs, providing a strength closer to natural rock for geotechnical testing.
AbstractList Model rock is being explored for use in geotechnical research due to the ability to customize the design and production of specimens for a variety of testing techniques. However, a current limitation of model rock manufacture is that the mechanical properties are not similar enough to natural rock, such as Berea sandstone. In this study, silane coupling agents (SCAs) were used to functionalize the surface of silica sand to test the feasibility of increasing the unconfined compressive strength (UCS) of model rock fabricated using furfuryl alcohol as a binder. Observations of the wetting angle of furfuryl alcohol on functionalized glass slides and the adhesive strength on steel tensile stubs were used to select possible candidates for UCS sample fabrication. UCS testing of samples fabricated with bare and functionalized silica sand showed that there is a significant improvement of the UCS of model rock when (3-glycidoxypropyl)trimethoxysilane (GPTMS) is used to functionalize the sand prior to fabrication. The following study provides a possible approach to increase the UCS of model rock via SCAs, providing a strength closer to natural rock for geotechnical testing.
Author Hodder, Kevin J.
Nychka, John A.
Chalaturnyk, Rick J.
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contact angles
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silica sand
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Snippet Model rock is being explored for use in geotechnical research due to the ability to customize the design and production of specimens for a variety of testing...
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SubjectTerms 3-D printers
Adhesive strength
Compressive strength
contact angles
Coupling agents
Furfuryl alcohol
Geotechnical engineering
Inorganic chemistry
Mechanical properties
Rocks
Sand
Sandstone
silanization
Silica
silica sand
Silicon dioxide
Surface treatment
Tensile strength
Three dimensional models
Three dimensional printing
Title Improvement of the unconfined compressive strength of 3D-printed model rock via silica sand functionalization using silane coupling agents
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