Silica polymer bonding of stressed silica grains: An early growth of intergranular tensile strength

Date

2015-01-01

Journal Title

Journal ISSN

Volume Title

Repository Usage Stats

143
views
291
downloads

Citation Stats

Abstract

© 2015 Elsevier Ltd. All rights reserved.Laboratory tests on microscale are reported in which millimeter-sized amorphous silica cubes were kept highly compressed in a liquid environment of de-ionized water solutions with different silica ion concentrations for up to four weeks. Such an arrangement simulates an early evolution of bonds between two sand grains stressed in situ. In-house designed Grain Indenter-Puller apparatus allowed measuring strength of such contacts after 3-4 weeks. Observations reported for the first time confirm a long-existing hypothesis that a stressed contact with microcracks generates silica polymers, forming a bonding structure between the grains on a timescale in the order of a few weeks. Such structure exhibits intergranular tensile force at failure of 1-1.5 mN when aged in solutions containing silica ion concentrations of 200-to 500-ppm. The magnitude of such intergranular force is 2-3 times greater than that of water capillary force between the same grains.

Department

Description

Provenance

Subjects

Citation

Published Version (Please cite this version)

10.1016/j.gete.2015.02.002

Publication Info

Guo, R, and T Hueckel (2015). Silica polymer bonding of stressed silica grains: An early growth of intergranular tensile strength. Geomechanics for Energy and the Environment, 1. pp. 48–59. 10.1016/j.gete.2015.02.002 Retrieved from https://hdl.handle.net/10161/10760.

This is constructed from limited available data and may be imprecise. To cite this article, please review & use the official citation provided by the journal.

Scholars@Duke

Hueckel

Tomasz Hueckel

Professor Emeritus in the Department of Civil & Environmental Engineering

Tomasz Hueckel received his master's degree in civil engineering from the University of Technology in Gdansk, Poland, in 1968, his Ph.D. in applied mechanics from the Polish Academy of Sciences in Warsaw, in 1974, and the D.Sc. in physical sciences from the University of Grenoble, France, in 1985. He started his research career at the Polish Academy of Sciences in Warsaw, then taught at the University of Rome and the University of Technology in Milan before joining ISMES, a research institute in Bergamo, Italy, where he was responsible for research on geomechanical aspects of nuclear waste disposal in clays, a subject in which he continues to be strongly involved. He came to Duke in 1987.

Dr. Hueckel's research interest is in theoretical soil mechanics, rock mechanics, and environmental geomechanics, as well as in theory of plasticity. His current projects deal with thermo-plasticity and chemo-plasticity of clays, and in general in mechanics of materials composed of chemically reacting solids and liquids. He is interested in fundamental aspects of soil drying and cracking, and processes of soil aging and healing. The above subjects involve mathematical modeling and model driven laboratory experiments. He also is interested in basic aspects of theory of plasticity, such as stability and localization. His research is applied to hydraulic geo-barriers affected either by chemically hazardous liquids or nuclear waste heat, to prediction of petroleum production induced compaction and subsidence, as well as desiccation damage.

Dr. Hueckel is a co-founder and co-Editor-in Chief (2015) of Geomechanics for Energy and the Environment, an Elsevier journal.  He has published also in International Journal of Solids and Structures, International Journal of Engineering Science, Pure and Applied Geophysics, Surveys in Geophysics, Engineering Geology, Engineering Fracture Mechanics, International Journal of Rock Mechanics and Mining Engineering, International Journal of Numerical and Analytical Methods in Geomechanics, Computers and Geotechnics, International Journal of Soils and Foundations, Journal de Mecanique, Canadian Geotechnical Journal, Meccanica, Ingenieur- Archiv, and the ASCE Journal of Geotechnical Engineering. He has also contributed to numerous books on the state of the art. Dr. Hueckel is heavily involved in international research cooperation, collaborating and co-authoring with Belgian, Italian, French, Polish, Spanish and Swiss researchers. He is or was a member of the editorial board of the Journal of Numerical and Analytical Methods in Geomechanics, the Archive of Applied Mechanics and of the International Journal of Mechanics of Cohesive and Frictional Materials, ASCE Journals of Geotechnical and Geoenvironmental Engineering and ASCE International Journal of Geomechanics, Italian Geotechnical Journal and Studia Geotechnica et Mechanica (Polish).


Unless otherwise indicated, scholarly articles published by Duke faculty members are made available here with a CC-BY-NC (Creative Commons Attribution Non-Commercial) license, as enabled by the Duke Open Access Policy. If you wish to use the materials in ways not already permitted under CC-BY-NC, please consult the copyright owner. Other materials are made available here through the author’s grant of a non-exclusive license to make their work openly accessible.