Ultrasonic Determination of Porosity in Homogeneous Ceramic Samples



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Geophysica (2013), 49(1 2), 25 32 Ultrasonic Determination of Porosity in Homogeneous Ceramic Samples Tomas Kohout 1, 2, Ronnie Karlqvist 1, Ilkka Lassila 1, Joona Eskelinen 1, Airi Hortling 3, Lauri J. Pesonen 1 and Edward Hæggström 1 1 Department of Physics, University of Helsinki, Helsinki, Finland 2 Institute of Geology, Academy of Sciences of the Czech Republic, Prague, Czech Republic 3 Department of Design, University of Art and Design, Helsinki, Finland (Received March 15, 2012; Accepted October 5, 2012) Abstract An ultrasonic method was tested to rapidly determine the porosity in custom made ceramic samples. The samples with porosities between 4 and 33% were of identical composition. The porosity estimates by ultrasonic method were validated against those obtained by helium and air pycnometry as well as with Archimedean method. The ultrasonic measurements can be performed rapidly (less than a minute) but they require a well prepared sample. Keywords: porosity, ultrasound, shear wave, longitudinal wave, pycnometry 1 Introduction Porosity is a physical parameter that affects the mechanical, electrical, and thermal properties of rocks, meteorites, construction materials (asphalt, concrete), and many biological materials, e.g. wood. The porosity p of a solid body is defined as the ratio of the total pore volume (V P ) to the bulk volume(v B ): p = V P / V B, (1) Pore volume is usually determined as a difference between bulk and grain volume (V G the volume of the solid matrix only). Porosity can be measured in several ways. In petrophysics, the most widely used laboratory methods include Archimedean water immersion method, gas pycnometry, or X-ray microtomography (Rasilainen et al, 1996, Schön, 2004 and references therein). Most of these methods are slow, or include sample contamination by the measuring medium (gas, water, mercury etc.). Therefore, novel methods for rapid and non-destructive porosity measurements are required, especially to measure rare or sensitive materials, such as extraterrestrial samples (Kohout et al., 2008). Many physical properties of rocks and minerals depend strongly on porosity. For example, while permeability, elastic constants, and seismic attenuation depend almost linearly on porosity, the density, electric Published by the Geophysical Society of Finland, Helsinki

26 T. Kohout, R. Karlqvist, I. Lassila, J. Eskelinen, A. Hortling, L.J. Pesonen and E. Hæggström resistivity, thermal conductivity, and seismic velocities (longitudial v p, shear v s ) depend inversely on porosity. However, the published physical property vs. porosity plots (see review in Schön, 2004 and references therein) reveal considerable scatter. This scatter may be caused by differences in grain size, packing density, structure of the minerals and their bonding, and lithological variation (e.g, quartz content, etc.; Schön, 2004). Recent studies also indicate inverse relationships between seismic (ultrasonic) velocities and porosity of rocks from a Precambrian Outokumpu assemblage (Elbra et al., 2011; Lassila et al., 2010), as well as from meteorite impact structures on crystalline target rocks (Elbra and Pesonen, 2011; Pesonen, 2011). In order to determine the relation between porosity and ultrasound velocity we carried out experimental measurements on artificially manufactured ceramic samples featuring constant composition and distinct variation in porosity. Porosities were determined with gas pycnometry and Archimedean water immersion method while ultrasonic velocities were obtained from time of flight measurements (TOF). Additionally, the effect of pore filling medium (air vs. water) on ultrasound velocity was tested. To determine the precision and accuracy of methods relying on ultrasonics, we employed the gas pycnometry and the Archimedean water immersion methods to determine independently porosity of the samples. 2 Materials and methods The ceramic samples were prepared at University of Art and Design Helsinki, Finland. A K69 clay mixture was prepared from commercially available materials: 40% feldspar (FFF K7), 30% kaolin (Grolleg ECC), 20% ball clay (Hyplas 64), and 10% quartz (FFQ). The mixture was prepared to ~ 10 cm diameter cylinders and subsequently fired in a kiln at 1000 C 1200 C for 6-8hours (Table 1). Generally, an increase in the firing temperature reduces the porosity of the ceramics product. Hence by adjusting the firing temperature it was possible to adjust the porosity from 4% to 33% with identical mineral composition. Cylindrical core samples (2.5 cm diameter) were drilled from the final ceramic products for the measurements. The faces of the cylinders were cut parallel and polished for easy and reliable ultrasonic measurements. Table 1 shows the porosity and grain density of the manufactured samples. Based on nearly constant grain density composition of the samples is similar almost through the whole porosity range. Only at the highest firing temperatures (over 1100 C, porosities below 15%) the grain density starts to slowly decrease indicating possible mineralogical changes or changes in bonding which has taken place during fabrication. 3 Ultrasound velocity method The TOF measurements across the ceramic cylinders were done using a through transmission technique (see Lassila et al., 2010). Briefly, the sample was placed between two identical vertically aligned transducers: Karl Deutsch S 24 HB 0.3 1.3 MHz transducers for longitudinal wave (v p ) measurements and custom built 3.5 MHz

Ultrasonic Determination of Porosity in Homogeneous Ceramic Samples 27 (3.2-4.2 MHz -6 db band width) shear transducers for shear wave (v s ) measurements. A lead weight (1 kg) on the topmost transducer induced a static load to provide better contact between the sample and transducer. A 20 mm long fused quartz delay line between the longitudinal transducer and the sample provided a reference time of flight value. The shear transducers featured internal delay lines, so a reference time of flight could be obtained without a separate delay line. Table 1. Sample firing temperature (T), bulk (D B ) and grain (D G ) density, porosity (p) determined by Archimedean method (average of three individual measurements, samples F2 G1 and G2 average of two individual measurements), air and helium pycnometry, longitudinal (v p ) and shear (v s ) wave ultrasound velocities measured for oven dried and water saturated samples. Bulk density was calculated from sample mass and geometrically determined volume. Grain density was calculated from sample mass and grain volume determined by helium pycnometer. Sample T ( C) He. pyc. Geom. Arch. Air pyc. He pyc. Saturated Oven dry DG DB p (%) p (%) p (%) v p v s v p v s (kg/m 3 ) (kg/m 3 ) (m/s) (m/s) (m/s) (m/s) A1 1000 2635 1698 32 39 35.6 1898 1026 1781 1107 A2 1000 2637 1712 32 39 35.1 1542 1072 1512 1152 G1 1030 2625 1694 33 36 35.5 1399 1198 1412 1257 G2 1030 2633 1705 33 38 35.2 1477 1188 1476 1296 B1 1070 2621 1735 31 38 33.8 1769 1366 1753 1503 B2 1070 2621 1738 31 36 33.7 1790 1392 1825 1493 E1 1100 2608 1696 29 32 35.0 2514 1603 2302 1731 C1 1130 2579 2055 16 19 20.3 3503 2413 3484 2510 C2 1130 2572 2050 15 20 20.3 3424 2428 3437 2466 F2 1170 2453 2259 4 6 7.9 4935 3246 4800 3196 A pulser/receiver (Olympus 5072 PR) was used to excite the transducers. The pulse generator settings are listed in Table 2. Coupling gel (Ultragel II) between the transmitting transducer and the delay line improved the acoustic coupling. Using gel on the samples would block the pores and cause sample contamination and misleading results. An oscilloscope (Lecroy 9310) collected the received ultrasonic waveforms which were saved to a computer using LabVIEW. For the longitudinal and shear waveforms averaging of 300 and 500 times were used, respectively. The samples were dried in an oven at 1001 C for 2 hours. After drying they were measured with both longitudinal and shear mode transducers, respectively. To saturate the pore space, the samples were soaked in water for 12 hours under reduced pressure using a water flow pump. After water saturation, the samples were measured again using the same procedure as in the oven-dry case. The sample surfaces were gently swiped with a paper towel to remove excess water from the surface.

28 T. Kohout, R. Karlqvist, I. Lassila, J. Eskelinen, A. Hortling, L.J. Pesonen and E. Hæggström Table 2. Settings for pulse generator (Olympus 5072 PR). Measurement type Longitudinal Shear Gain [db] 20 & 0* 30 Energy 3 3 & 2* Damping 2 3 100 Hz PRF *Measurements with saturated samples Ultrasonic v p and v s velocities were determined from the measured longitudinal and shear wave propagation mode TOF values. The TOF for each signal was determined from a point above the noise level prior to the first arrival,which is approximately 2% of the maximum intensity of the signal. Provided that the signal shape after travelling through the sample is similar to the shape of the launched signal this time coordinate corresponds to the arrival of the fastest traveled wave. TOF values through the delay lines were subtracted from the measured values to get the TOF values through the sample. The measurement was repeated four times and the average value was used as result. The thickness of the sample was measured with a Vernier caliper from four different locations. The uncertainty of the velocity estimate was calculated from the standard errors of TOF and thickness using the error propagation law and is presented in Fig. 1. 4 Gas pycnometry method In a gas pycnometry an ideal gas (e.g. helium, air) is used to measure grain volume as it penetrates into the open pores of the samples. (e.g. Kuoppamäki et al., 1996; Kuoppamäki, 1997). The porosity p was determined using independently determined bulk volume V B using equation (1). A Notari air pycnometer (~0.1 cm 3 resolution) and Quantachrome Ultrapyc 1000 Helium Pycnometer (~0.01 cm 3 resolution) were used to estimate V G whereas V B was calculated from the geometric shape of the sample. The geometric measurements were done using a micrometer and performed ten times per sample with an accuracy of 0.05 cm 3. 5 Archimedean immersion method For the measurements we used an Ohaus Scout Pro SPU402 digital balance with 10 mg resolution. Prior the measurements, the samples were dried in an oven at 110 C for 12 h. We weighted the samples first with free pore space and then with their pore space saturated with water (e.g. Kivekäs, 1993). To saturate the pore space the samples were soaked in water for 12 h under reduced pressure using a water flow pump. The samples were weighted first in air and then suspended in water. The porosity p was determined as:

Ultrasonic Determination of Porosity in Homogeneous Ceramic Samples 29 p = (m SA m FA ) / (m SA m SL ), (2) where m SA is the mass of sample in air with water saturated pore space, m FA is the mass of sample in air with free pore space, and m SL is the mass of sample suspended in water with water saturated pore space. The measurements were cross-checked in two laboratories (Solid Earth geophysics laboratory of the University of Helsinki and at the Petrophysics Laboratory of the Geological Survey of Finland) with a repeatability within ±1%. 5000 Longitudinal wave velocity 3500 Shear wave velocity 4000 saturated oven dry oven dry - linear fit saturated - linear fit 3000 2500 saturated oven dry oven dry - linear fit saturated - linear fit v p (m/s) 3000 v s (m/s) 2000 1500 2000 1000 1000 500 40 0 10 20 30 40 p (%) 40 0 10 20 30 40 p (%) Archimedean porosity Air pycnometer porosity 30 30 p (%) 20 p (%) 20 10 10 0 1000 1040 1080 1120 1160 1200 T ( C) 0 0 10 20 30 40 Helium pycnometer porosity, p (%) Fig. 1. Correlation between longitudinal v p (upper left) and shear v s (upper right) ultrasound velocity with errorbars and porosity derived from helium gas pycnometry for oven-dry and water saturated ceramic samples. The error in porosity determined by helium pycnometry is within the data symbol size. Lowerleft figure shows relation between baking temperature of ceramic material and its measured porosity by helium gas pycnometry. Lower right figure shows comparison of the porosity measured by Archimedean method and Air pycnometer to the porosity measured by helium gas pycnometer. The line indicates 1:1 dependence.

30 T. Kohout, R. Karlqvist, I. Lassila, J. Eskelinen, A. Hortling, L.J. Pesonen and E. Hæggström 6 Results Figure 1 shows correlations between ultrasound velocities and porosity in the samples. It also shows the inter-method correlations. Table 1 summarizes the main results of this paper. We see that the longitudinal as well as shear wave velocities decrease with increasing porosity. Comparing other porosity methods employed the gas pycnometry yielded higher porosity values than the water immersion method. For some samples air pycnometry yields slightly higher porosity values than the helium pycnometry. However, our air pycnometer is less precise and hence its porosity estimates feature higher uncertainty. 7 Discussion This study aimed at (1) finding an empirical relation between the v p and v s velocities and porosity in compositionally similar ceramic samples and (2) determining whether this relation depends on the medium filling the pore space. Previous studies on the effect of porosity on v p and v s (Ermankov et al., 1989; Han et al., 1986; Simmons et al., 1975, Elbra and Pesonen, 2011) show a general trend of decreasing v p and v s with increasing porosity. Our results are consistent with those studies and reveal an almost linear trend between v p, v s and sample porosity (Table 1 and Fig. 1). The linear fit parameters are listed in Table 3. The porosity values measured with the helium pycnometer are taken as reference values and are shown in Fig. 1 since helium pycnometer is more precise (absolute error ± 1% resulting from volume uncertainty of ~0.01 cm 3 ) than the air pycnometer or Archimedean porosity method. Moreover, compared to Archimedean water immersion method, gas pycnometry probes a larger pore volume due to the fact that, compared to water, helium and air (mostly nitrogen), both being small molecular gases, penetrate the pore space more effectively and reach smaller pores. However, both Archimedean water immersion method and gas pycnometry can detect interconnected pores only. Table 3. Linear fit parameters to ultrasound speed vs. porosity data. Measurement setup Linear fit equation RMS Shear wave, oven-dried sample p = -71.43 * v + 3860 0.9431 Shear wave, water saturated sample p = -75.85 * v + 3911 0.9601 Longitudinal wave, oven dried sample p = -117.2 * v + 5850 0.9318 Longitudinal wave, water saturated sample p = -116.0 * v + 5770 0.9558 The general trend that ultrasonic velocity decreases as a function of increasing porosity is explained by the influence of the pore or fracture filling material on the sound velocity. The filling material usually features lower sound velocity and elastic constants than the matrix material (Schön, 2004, p. 159). There is also a slight increase in v p for water saturated samples compared to the oven dried samples which is consistent with

Ultrasonic Determination of Porosity in Homogeneous Ceramic Samples 31 previous measurements (King, 1984) and theoretical work (Kuster and Toksöz, 1974). This can be explained by the fact that v p in water is higher (closer to the value in solids) than v p in air which means that water saturated pores increases the overall v p of the sample. In contrast to this v s shows an opposite trend. The reason for this is not well understood. However, the relation between the porosity and v p or v s, when the porosity exceeds 33%, is not necessarily linear. One would guess that for extremely large porosities v p should approach the velocities of the pore filling medium (here air or water) This is different for longitudinal and shear waves because longitudinal waves do propagate through fluids and gas whereas shear waves do not. Such an approach forms the basis of the time-average equation derived by Wyllie et al. (1956) for sediments and was later empirically confirmed by Raymer et al. (1980) for consolidated rocks. Based on our results the longitudinal wave method appears to be more suitable for the porosity measurements than the shear method. One would expect opposite result due to the fact that the shear waves do not propagate through fluids and hence the velocities are independent of the pore filling medium while the longitudinal wave velocities show larger dependence on the pore saturating medium. However, the exact arrival of the shear wave is not always easy to determine since it can be influenced by shear- longitudinal-shear wave conversions on sample and pore space boundaries. Such converted waves are slightly faster and always arrive prior to the shear wave obstructing the arrival time of the true shear wave. 8 Conclusions The ultrasonic method to determine porosity of solid samples shows promise in the 4-33% porosity region and after proper calibration with other materials or rocks of interest it should be possible to use it for porosity determinations. The measurement is rapid and does not use any media to infiltrate the pore space, thus, not causing unwanted sample contamination. Proper coupling of the ultrasound wave into the sample is essential and the presence of two flat parallel surfaces and a load to improve coupling is advantageous. Based on our results, the longitudinal wave arrival time can be determined more precisely and, thus, this method is more suitable compared to shear waves. References Elbra, T. and L.J. Pesonen, 2011. Laboratory measurements of the seismic velocities and other petrophysical properties of the Outokumpu deep drill core samples, eastern Finland. Geophys. J. Int., 184, 405 415. Elbra, T, R. Karlqvist, I.J. Lassila, E. Haeggström and L.J. Pesonen, 2011. Physical properties of the Yaxcopoil-1 deep drill core, Chicxulub impact structure, Mexico. Meteoritics & Planetary Science, 46, 1640 1652. Ermankov, W.A., A.I. Levykin and T.K. Slobin, 1989. Sostav i stroenie semnoi kory i verchnej mantii Kurilskich Ostrovov. Fizika Semli, 10, 18 35.

32 T. Kohout, R. Karlqvist, I. Lassila, J. Eskelinen, A. Hortling, L.J. Pesonen and E. Hæggström Han, D., A. Nur and D. Morgan, 1986. Effects of porosity and clay content on wave velocities in sandstones. Geophysics, 51, 2093 2107. King, M.S., 1984. Elastic-wave velocities in quartz monzonite at different levels of water saturation. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 21, 35 38. Kivekäs, L., 1993. Density and porosity measurements at the Petrophysics Laboratory of the Geological Survey of Finland. Geological Survey of Finland, Special Paper, 18, 119 127. Kohout, T., G. Kletetschka, T. Elbra, T. Adachi, V. Mikula, L.J. Pesonen, P. Schnabl and S. Slechta, 2008. Physical properties of meteorites applications in space missions to asteroids. Meteoritics & Planetary Science, 43, 1009 1020. Kuoppamäki, K., 1997. Kiinteän aineen huokoisuuden mittaaminen heliumkaasupyknometrillä, M.Sc. thesis, University of Jyväskylä, Finland, 50 pages. Kuoppamäki, K., L. Kivekäs, J. Timonen, J. Hartikainen, K. Hartikainen, L.J. Pesonen, 1996. Determination of porosity of meteorites - comparison of two methods. Meteoritics & Planetary Science, 31, A75. Kuster, G. and M.N. Toksöz, 1974. Velocity and attenuation of seismic waves in twophase media, part I: Theoretical formulations. Geophysics, 39, 587 606. Lassila, I., R. Karlqvist, T. Elbra, F. Gates, L.J. Pesonen and E. Hæggström, 2010. Ultrasonic velocity of the upper gneiss series rocks from the Outokumpu deep drill hole, Fennoscandian shield - Comparing uniaxial to triaxial loading. Journal of Applied Geophysics, 72, 178 183. Pesonen, L.J., 2011. Petrophysical properties of impact rocks the key to understanding geophysical anomalies of meteorite impact structures. Presented at AGU Fall Meeting, San Francisco, USA, December 5 9, 2011, Abstract no. P34A-6. Rasilainen, K., K.-H. Hellmuth, L. Kivekäs, A. Melamed, T. Ruskeeniemi, M. Siitari- Kauppi, J. Timonen and M. Valkiainen, 1996. An interlaboratory comparison of methods for measuring rock matrix porosity. VTT Research Notes, no. 1776, VTT Technical Research Centre of Finland, Espoo, Finland. Raymer, D.S., E.R. Hunt and J.S. Gardner, 1980. An improved sonic transit time-toporosity transform. Proceedings of SPWLA 21 st Annual Meeting, Logging Symp., July 8 11, 1980, 1 12. Simmons, G., T. Todd and W.S. Bladridge, 1975. Towards a quantitative relationships between elastic properties and cracks in low porosity rocks. American Journal of Science, 275, 318 345. Schön, J.H, 2004. Physical properties of rocks: fundaments and principles of petrophysics. Handbook of geophysical exploration seismic exploration, 18, Elsevier, 583 pages. Wyllie, M.R.J., A.R. Gregory and L.W. Gardner, 1956. Elastic wave velocities in heterogeneous and porous media. Geophysics, 21, 41 70.