Geomechanics and Geotechnics 2010
DOI: 10.1201/b10528-43
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Probability of damage to archaeological inclusions in a sandy matrix

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Cited by 3 publications
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“…The rationale behind this experimental procedure was to accelerate the corrosion of two types of glass commonly found in archaeological contexts; a soda-lime-silica glass manufactured using mineral alkalis, and commonly found in Roman contexts, and a high-potash-lime-silica glass associated with later medieval contexts in Northern Europe. This set of experimental routines formed part of a larger project, which was to use the corroded glasses as specimens in a geotechnical rig to assess the effect of earth movements resulting from building activity upon the integrity of buried artefacts (Hyde et al 2011). Archaeological model glasses to mimic flat glass artefacts were simulated in order to obtain standardized glass compositions, and the shape and dimensions of the test specimens.…”
Section: Methodsmentioning
confidence: 99%
“…The rationale behind this experimental procedure was to accelerate the corrosion of two types of glass commonly found in archaeological contexts; a soda-lime-silica glass manufactured using mineral alkalis, and commonly found in Roman contexts, and a high-potash-lime-silica glass associated with later medieval contexts in Northern Europe. This set of experimental routines formed part of a larger project, which was to use the corroded glasses as specimens in a geotechnical rig to assess the effect of earth movements resulting from building activity upon the integrity of buried artefacts (Hyde et al 2011). Archaeological model glasses to mimic flat glass artefacts were simulated in order to obtain standardized glass compositions, and the shape and dimensions of the test specimens.…”
Section: Methodsmentioning
confidence: 99%
“…Contrary to earlier studies on the effects of compression on vulnerable archaeological remains (Hyde, 2004;Hyde, et al, 2010;or Mcbride & Mercer, 2012), we could compare the microstructures of virgin soils, the same soils compressed in the laboratory and in situ in order to ground truth our laboratory studies. In this paper, focus is put on the numerical modelling of ground displacement under soil load.…”
Section: Introductionmentioning
confidence: 99%