Einführung in Die Archäometrie
DOI: 10.1007/978-3-540-71937-3_5
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Geoelektrik und Georadar in der archäologischen Forschung: geophysikalische 3D-Untersuchungen in Munigua (Spanien)

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Cited by 9 publications
(6 citation statements)
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“…Weller et al (2000), Ullrich et al (2008), use the IP method on slag heaps. Ullrich et al (2007) describe an empirical procedure to evaluate the volume of the slag heaps in Munigua (Spain). The contours of the slag heap were identified based on a phase isovalue of 30 mrad.…”
Section: Introductionmentioning
confidence: 99%
“…Weller et al (2000), Ullrich et al (2008), use the IP method on slag heaps. Ullrich et al (2007) describe an empirical procedure to evaluate the volume of the slag heaps in Munigua (Spain). The contours of the slag heap were identified based on a phase isovalue of 30 mrad.…”
Section: Introductionmentioning
confidence: 99%
“…This was done to obtain a characteristic ERT response for chamber tombs in different preservation states (study site Mageiras‐Kioupia) in the present sand‐ and siltstone marl surroundings of the Vounargon Stage of Upper Pliocene age (IGME, ). Different sediments and bedrock material are characterized by different ranges of electrical resistivity due to differences in mineral composition and water content (Loke, ; Ullrich, Meyer, & Weller, ). The lower the clay mineral content and the lower the pore water content, the higher is the electrical resistivity and vice versa.…”
Section: Methodsmentioning
confidence: 99%
“…An extension of this method is the induced polarization (IP) method which provides, in addition to the resistivity, information about the concentrations of disseminated ore minerals (e.g., Pelton et al, 1978;Seigel et al, 1997;Ward, 1988;Hupfer et al, 2016). It can also be applied for quantification of slag heap volumes at historical slag sites for archaeological purposes (Florsch et al, 2011(Florsch et al, , 2012(Florsch et al, , 2017 or for the prospection of new ore deposits in dumped slag heaps (Qi et al, 2018) as well as for determining the exact limitation of slag heaps and differentiate the slags from soil (Weller et al, 2000;Ullrich et al, 2007b, c;Meyer et al, 2007).…”
Section: Introductionmentioning
confidence: 99%