TY - JOUR A1 - Kruschwitz, Sabine A1 - Munsch, Sarah Mandy A1 - Strangfeld, Christoph A1 - Wöstmann, Jens A1 - Borchardt, Kerstin T1 - Eignung zerstörungsfreier Messtechnik für die Bestimmung der Belegreife von Estrichen N2 - Die Bestimmung der Belegreife von Estrichen erfolgt im Bauwesen meist unter Verwendung von zerstörenden Verfahren, die Probenentnahmen erfordern und nur punktuelle Daten liefern. Bei anhydritgebundenen Estrichen gelten 0,5 M% und bei zementgebundenen ca. 3,5 M% und höher als belegreifer Feuchtegehalt. Die Belegreife wird als Feuchtegehalt in Masseprozent (M%) bezogen auf die Trockenmasse des Baustoffes angegeben. Zur zerstörungsfreien Feuchtemessung existieren verschiedene einfach zu bedienende Handgeräte, die u. a. auf elektrischen, elektromagnetischen und kapazitiven Methoden beruhen. In dieser Arbeit wurden ein kapazitives (Kugelsonde), ein elektromagnetisches (Mikrowellensensoren) und ein elektrisches Messverfahren (Vierelektroden-Sonde) untersucht. Mit Ausnahme der Vierelektroden-Sonde weisen die Handgeräte keine ausreichende Sensitivität in Bereichen niedriger Feuchtegehalte unterhalb von 1 M% auf und scheinen somit nicht für anhydritgebundene Estriche geeignet zu sein. Für zementgebundene Estriche lassen sich hingegen mit allen getesteten Geräten Änderungen in dem Bereich der Belegreife erfassen. In dieser Arbeit wird zusätzlich die Wasserabgabe in g/m²/Tag als Bezugsgröße herangezogen. Die Wasserabgabe stellt ein geeigneteres Maß für die Schadensträchtigkeit dar und ermöglicht direkte Vergleiche unabhängig von der verwendeten Estrichart. Für alle getesteten Estriche konnte eine Wasserabgabe von ca. 8-10 g/m²/Tag als Belegreifegrenzwert bestimmt werden. N2 - The determination of the readiness for covering of screeds in the construction industry is usually carried out by using destructive methods, which require sampling and only provide punctual data. As non-destructive testing methods, various hand tools exist, which are based on electrical and capacitive methods and are easy to handle. In this study, a capacitive spherical probe, a 4-Electrode probe in Wenner configuration and microwave probes were tested. With the exception of the 4-Electrode probe, the hand instruments do not have sufficient sensitivity in ranges of low humidity below 1 M%, and therefore do not appear to be suitable for anhydrite-bound screeds with a readiness of covering at 0.5 M%. On the other hand, for cement-bound screeds, it is possible to record changes in the range of the readiness of covering. The readiness of covering is usually stated and determined in reference to the relative moisture content. For the purpose of really assessing the risk of damage, we suggest to rather use the “water loss” in g/m²/day. Our results show in direct comparisons that value of approximately 8-10 g/m²/day is a reliable indicator for the readiness for covering of all tested screed types. KW - Estrich KW - Feuchte KW - Zerstörungsfreie Prüfung KW - Calcium-Carbid-Methode KW - Mikrowellensensoren KW - Vierelektroden-Sonde KW - Kapazitive Kugelsonde KW - Screed KW - Moisture KW - Readiness for covering KW - Non-destructive testing KW - Calcium carbide method KW - Microwave KW - 4-electrode probe KW - Capacitive spherical probe PY - 2017 U6 - https://doi.org/10.1002/bate.201700051 SN - 1437-0999 N1 - Geburtsname von Munsch, Sarah Mandy: Nagel, S. M. - Birth name of Munsch, Sarah Mandy: Nagel, S. M. VL - 95 IS - 4 SP - 265 EP - 274 PB - Ernst & Sohn AN - OPUS4-43169 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Zhang, Zeyu A1 - Weller, Andreas A1 - Kruschwitz, Sabine T1 - Pore radius distribution and fractal dimension derived from spectral induced polarisation N2 - The pore size distribution provides a suitable description of the pore space geometry that can be used to investigate the fractal nature of the pore space or to determine a fractal dimension. Fractal dimension describes the size of geometric objects as a function of resolution. It can be integrated into models of permeability prediction. We investigated the fractal dimension of the pore volume of 11 Eocene sandstone samples from China. This study describes an approach to use spectral induced polarisation spectra to estimate the pore size distribution and to determine the fractal dimension of the pore volume. Additionally, the fractal dimension was derived from data of the capillary pressure curves from mercury intrusion and the transversal relaxation time distribution of nuclear magnetic resonance. For samples with an effective pore radius larger than 1 μm, good agreement exists between the values of fractal dimension derived from the three different methods, which implies the identification of similar pore structures. Spectral induced polarisation can be a non-invasive laboratory technique for the estimation of the pore size distribution, but the application of the methodology for field measurements remains a challenging problem considering the limited frequency range. KW - Pore radius distribution KW - Fractal dimension KW - Spectral induced polarization PY - 2017 U6 - https://doi.org/10.3997/1873-0604.2017035 SN - 1569-4445 VL - 15 IS - 6 SP - 625 EP - 632 PB - Wiley AN - OPUS4-43250 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Loewer, M. A1 - Guenther, T. A1 - Igel, J. A1 - Kruschwitz, Sabine A1 - Martin, T. A1 - Wagner, N. T1 - Ultra-broad-band electrical spctroscopy of soils and sediments - a combined permittivity and conductivity model N2 - We combined two completely different methods measuring the frequency-dependent electrical properties of moist porous materials in order to receive an extraordinary large frequency spectrum. In the low-frequency (LF) range, complex electrical resistivity between 1 mHz and 45 kHz was measured for three different soils and sandstone, using the spectral induced polarization (SIP) method with a four electrode cell. In the high-frequency (HF) radio to microwave range, complex dielectric permittivity was measured between 1MHz and 10 GHz for the same samples using dielectric spectroscopy by means of the coaxial transmission line technique. The combined data sets cover 13 orders of magnitude and were transferred into their equivalent expressions: the complex effective dielectric permittivity and the complex effective electrical conductivity.We applied the Kramers-Kronig relation in order to justify the validity of the data combination. A new phenomenological model that consists of both dielectric permittivity and electrical conductivity terms in a Debye- and Cole–Cole-type manner was fitted to the spectra. The combined permittivity and conductivity model accounts for the most common representations of the physical quantities with respect to the individual measuring method. A maximum number of four relaxation processes was identified in the analysed frequency range. Among these are the free water and different interfacial relaxation processes, the Maxwell-Wagner effect, the counterion relaxation in the electrical double layer and the direct-current electrical conductivity. There is evidence that free water relaxation does not affect the electrical response in the SIP range. Moreover, direct current conductivity contribution (bulk and interface) dominates the losses in the HF range. Interfacial relaxation processes with relaxations in the HF range are broadly distributed down to the LF range. The slowest observed process in the LF range has a minor contribution to the HF response. KW - Electrical properties KW - Permeability KW - Porosity KW - Hydrogeophysics PY - 2017 U6 - https://doi.org/10.1093/gji/ggx242 VL - 210 IS - 3 SP - 1360 EP - 1373 PB - Oxford University Press CY - Oxford AN - OPUS4-42598 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -