Different Hungarian volcanic tuffs (andesite tuffs, basalt tuffs and
rhyolite tuffs) were investigated with the goal to determine the influence
of the water content on their strength. The following petrophysical
constants were measured for all the samples both in dry and saturated
conditions: bulk density, ultrasonic wave velocity, uniaxial compressive
strength (UCS) and Young´s modulus. The destruction work (strain energy) was
calculated from the measured stress-strain curves, as well.
The influence of the water for the UCS, impedance (scalar of the density and
the ultrasonic wave velocity) and the destruction work is shown. In these
cases linear relationship can be written between the dry and the saturated
constants. Both linear and power equations  can be used for the effect of the
water on Young´s modulus. Finally the UCS is written as the function of the
density and the impedance

Gálos, Miklós

Vásárhelyi, Balázs

English

Periodica Polytechnica (Budapest University of Technology and Economics)

PERIODICA POLYTECHNKA SER. CIV. ENG. VOL 48. SO 1-2. PP. 65-72 f2004) HOW DOES THE WATER SATURATION INFLUENCE THE MECHANICAL PROPERTIES OF THE VOLCANIC TUFFS? Bal&zs V A S A R H E L Y I and Mikl6s G A L O S Department of Building Material Engineering Geology Budapest University of Tcchology and Economics H-152I Budapest, Hungary c-mail: vasarhelyib@frcemail.hu Received: April 7, 2005 Abstract Different Hungarian volcanic tuffs (andesi te tuffs, basalt tuffs and rhyolitc tuffs) were investigated with the goal to determine the influence of the water content on their strength. The following petrophysical constants were measured for all the samples both in dry and saturated conditions: bulk density, ultrasonic wave velocity, uniaxial compressive strength ( U C S ) and Young's modulus. 'Hie destruction work (strain energy) was calculated from the measured stress-strain curves, as well. The influence of the water for the U C S . impedance (scalar of the density and the ultrasonic wave velocity) and the destruction work is shown. In these cases linear relationship can be written between the dry and the saturated constants. Both linear and power equations can be used for the effect of the water on Young's modulus. Finally the U C S is written as the function of the density and the impedance. Keywords: rock mechanics, unaxial compressive strength, water saturation. 1. Introduction Recently several investigations were carried out for determining the strength of different volcanic tuffs in Hungary: i.e. the most of the wine-cellars in North Hungary were mined in tuffs (e.g. the famous Tokaj wine cellars) or some of the castles and towers were built on the top of this type of rock (as important monuments as for example Visegr&d, the capital of Hungary during the Medieval ages). The different vulcanic tuffs were used as dimesion stones for several historical bridges, buildings or towers, as well. The purposeof this paper is to analyse the results of 12 rhyolite luffs, 8 andesite luffs and 10 basalt tuffs which came from different parts of Hungary. Certainly, every tuff is from different formation thus have different mineral compositions, matrixes, grain-sizes, porosities, etc. Although the tuffs are heavily different, the results show the same general characteristics for this type of rocks. The results of the tests are summarized in Table / , which contains the average values of 5 tests. Specimen preparation and testing were performed in the Rock Mechanics Laboratory at the Technical University of Budapest. Each test was carried out in two petrophysical states: dry and water saturated, and the bulk density (p) and the ultrasonic wave velocity (t>) were measured and the impedance was calculated. 66 B. VASARHELYI and M. GALOS Right circular cylinders were prepared, following the ISRM suggested methods (ISRM 1978), with a diameter of 54 mm and the height:diameter ratio was 2:1 or slightly above. In addition to the standard values of unconfined compressive strength (UCS) and modulus of elasticity (Young's modulus, E), the complete stress-strain curve was measured. From the stress-strain curve the destruction work (or strain energy - W) was also calculated in both petrophysical states. Recently several investigations have been carried out for determining the influence of the rock structure and the water on the petrophysical constituents in different points of view - see e.g. H A W K I N S & M C C O N N E L L [1]; P L A C H I K [4] and P R I K R Y L [5]. K L E B and VAsARHELYl [3] analised laboratory results of tuffits from the cellers of Eger. They looked for the influence of the moisture content on the different petrophysical constituents. 2. Relationship between the Dry and the Saturated Strengths Firstly, the influence of the water for the UCS was examined. Fig. 1 shows the plotted results, using linear regression determining the relationship between the dry and the saturated compressive strengths. The best fitting equation is (R2 = 0.892): UCS sa l = 0.729 UCSdry . (1) The slope of the line for the different type of tuffs is the following: 0.712 (R2 = 0.858), 0.759 (R2 = 0.864) and 0.694 (R2 = 0.902) in case of andesite, basalt and rhyolite tuffs, respectively. The slopes of the lines are basically similar, within the experimental error. B 20 40 60 SO UCS • d r y [MPs] Fig. 1. Relationship between dry and saturated UCS Linear connection was found between the calculated dry and saturated im-pedance (za), as well (calculating with the scalar of the density and the ultrasonic MECHANICAL PROPERTIES OF THE VOLCANIC TUFFS 67 wave velocity). This constant is important for geophysical measures. Fig. 2 shows the measured results with the curvilinear regression (R2 = 0.883): ZSAL = 1.219 Zdry. (2) The slope of the line is 1.096 (R2 = 0.747) and 1.264 (R2 = 0.888) for the rhyolite and the basalt tuffs, respectively, while for the andesite tuffs (due to the lack of measured results) it was undeterminable. 1(1*1 • 1 2 l 9 l M r y ) I m p e d a n c e • t » y ^ i s c " rrf}] Fig. 2. Influence of the water for the impedance W i a t i g i t i kv<s> • i n a e U s ruff • t n M I u f f fig. 3. Relationship between the dry and the saturated destruction work (W) Writing the connection between the dry and the saturated petrophysical states for the calculated destruction work (or strain energy - W) from the measured stress-strain curves, a linear regression can be written - see Fig. 3. This notion was intro-duced by T H U R O & S P A U N [7] and was also used for defining the dissipated energy by V A S A R H E L Y I et al. [11]. This material constant can be used for calculating the maximum velocity of the TBM (Tunnel Boring Machine) or the possible quantity of the blasting. 68 B. VASARHELYI and M GALOS Table 1. Summary of test results, p: bulk density; oc: uniaxial compressive strength (UCS); E: Young's modulus and v: ultrasonic wave velocity Rhyolite tuff p t g / c m 3 ] ac [MPa] E [GPa] v [km/sec] dry sat. dry sat. dry sat. dry sat. 1.012 1.465 2.59 1.15 0.26 0.13 1.13 0.91 1.349 1.644 4.95 1.59 0.58 0.17 1.20 0.91 1.350 1.673 4.67 1.74 0.68 0.21 1.30 1.08 1.356 1.646 5.54 2.02 0.57 0.22 1.59 1.00 1.369 1.635 5.6 1.91 0.67 0.18 1.34 0.92 1.371 1.667 8.49 3.35 1.01 0.33 1.50 1.20 1.385 1.689 7.66 2.24 0.91 0.19 1.45 1.01 1.390 1.696 30.03 7.83 2.78 2.54 2.25 3.30 1.425 1.702 7.81 2.94 0.76 0.27 1.47 1.18 1.427 1.715 5.36 1.20 0.60 0.10 1.18 0.86 1.456 1.749 21.81 21.27 7.04 6.83 2.85 2.79 1.900 2.048 39.75 26.92 6.85 4.64 2.39 2.17 Andesite tuff P i g / cm 3 ] UCS [MPa] E [GPa] v [km/sec] dry sat. dry sat. dry sat. dry sat. 1.846 2.043 26.00 20.20 6.62 6.44 2.70 2.74 1.921 2.068 33.50 27.74 9.82 9.26 2.93 3.23 1.929 2.101 30.33 22.32 11.45 8.59 2.49 3.30 2.060 2.223 16.30 8.62 3.84 1.89 - -2.287 2.355 32.60 21.50 - - - -1.976 2.088 19.80 10.10 - - — -1.843 1.926 15.60 11.30 - - -1.916 2.055 28.60 19.80 - - - -Basalt tuff P rg/cm3] UCS [MPa] E [GPa] v [km/sec] dry sat. dry sat. dry sal. dry sat. 1.106 1.371 8.50 8.30 1.76 2.00 1.32 1.50 1.225 1.428 3.34 2.48 6.16 4.67 1.53 1.69 1.311 1.610 3.05 1.76 6.96 5.92 1.53 1.76 1.419 1.642 4.36 3.4 8.96 9.06 1.52 1.82 1.446 1.753 8.30 14.04 19.67 11.20 2.03 2.83 1.643 1.885 8.34 12.88 14.40 12.60 2.17 3.21 1.652 1.606 3.83 3.10 6.84 7.66 1.33 1.50 1.938 2.024 14.12 13.07 8.64 6.29 3.02 4.01 1.986 2.080 40.29 18.43 7.50 5.37 3.71 3.83 2.257 2.288 63.36 53.20 14.22 14.71 3.18 3.73 MECHANICAL PROPERTIES OF THE VOLCANIC TUFFS 69 Table 2. The calculated constant according to Eq. (3) for the different types and the mea-sured results, as well for the Young's modulus a b R2 Andesite luff 0.318 1.441 0.903 Basalt tuff 0.587 1.305 0.809 Rhyolite tuff 0.379 1.368 0.926 Tuffs 0.403 1.329 0.957 The slope of the line is 0.584 (R2 = 0.849) - the slope for the different types: rhyolite tuff: 0.608 (R2 = 0.885); andesite tuff: 0.672 (R2 = 0.861) and basalt tuff: 0.545 (R2 = 0.833). n • n' • O N! Voung-i m t x M w • dry ( « • • ] Fig. 4. Linear and power relationship between the dry and the saturated Young's modulus Fig. 5. Effect of density on uniaxial compressive strength. UCS in log scale Using the squared fit method for writing the relationship between the dry and the saturated Young's modulus we found that the squared regression coefficients for 70 B. VASARHELYI and M GALOS Fig. 6. The uniaxial compressive strength in function of the impedance - dry and saturated conditions Table 3. The slope of the line in case of linear regression for the Young's modulus c R2 Andesite tuff 0.836 0.861 Basalt tuff 0.799 0.694 Rhyolite tuff 0.812 0.938 Tuffs 0.807 0.895 Table 4. The measured material constants for Eq. (4). The V?-square is 0.717 and 0.592 in case of dry and of saturated condition, as well dry saturated d 0.304 0.015 e 2.220 3.333 linear and the exponential laws were not significantly different. In the exponential equation we used the following form: £§a = «4y (3) where a and b are material constants, which are shown in Table 2. The linear regression was started from the 0;0 point. The slope of the line (c) is shown in Table 3. The UCS was represented in function of the density in Fig. 5. In this case the MECHANICAL PROPERTIES OF THE VOIXIANIC TUFFS 71 Table 5. UCS in function of impedance - exponential regression ( / and g are material constants, z is the impedance) UCS = dry saturated f 2.305 1.094 8 0.446 0.431 Table 6. UCS in function of impedance - power regression ( / i and j arc material constants, Z is the impedance) UCS = hz' dry saturated h 2.017 0.825 i 1.530 1.680 following form of the relation was found: AT a s , * * (4) where d and e are material constants and p is the density of the investigated rock. These values are shown in Table 4. This connection coincides with the results of SMORODINOV et al. [6] where the same result was found for different dry carbonate rocks. The intersection of the dry and the saturated lines should be around the average bulk density of the tuffs, which is 2.70 g/cm3. The theoretical UCS of these tuffs without porosity could be determined with this equation and it is around 122 MPa. The relationship between the impedance and the UCS is shown in Fig, 6. It can be seen that UCS increases with impedance. The relationship between UCS and impedance follows exponential (see Table 5) and power (see Table 6) laws. The /^-squares were the following: • experimental regression 0.804 and 0.780 in case of dry and saturated states; • power regression: 0.800 and 0.825 in case of dry and saturated petrophysical states, respectively. 3. Conclusions The goal of this paper was to observe the influence of the water on the UCS, Young's modulus and the destruction work for different type of tufts. Linear regression was found between the dry and the saturated UCS, impedance and destruction work, while both linear and power equations can be written for the Young's modulus. 72 B VASARHELYI and M. GALOS There is an exponential relationship between the density and the U C S in both petro-physical states. Both exponential and power equations can be used for predicting the U C S from the impedance. These results are in coincidence with the results of V A S A R H E L Y I [10] investigating the influence of the water on the petrophysical constituents of different type of sandstones. With this methods the 'in situ' deter-mination of physical and mechanical properties of rocks without sampling can be well elaborated (see in details: K L E B & V A S A R H E L Y I [3]). The observed uniformity is somehow unexpected from the theoretical point of view. That is a fact that can not be explained in the frame of fracture mechanics. Up to now there is only a thermodynamic theoretical frame where such relation could be treated which is the stability theory of V A N [91 and V A N & VASARHELYI [ 8 ] . Acknowledgements B. Vasarhelyi a c k n o w l e d g e s for the financial supporto f the Hungarian Research Foundation (OTKA N o . D 0 4 8 6 4 5 and K43291) for supporting this research. T h e author also thanks the Bo lya i scholarship for the financial support. References (1] H A W K I N S , A. B . -McCONNELL, B. J., Sensitivity of Sandstone Strength and Deformabiliiy to Changes in Moisture Content, Q. J. Engng. GeoL, 25 (1992), pp. 115-130. [2) ISRM 1978. Suggestive Methods for Determining the Uniaxial Compressive Strength and De-formabiliiy of Rock Materials, fat, J. Rock Mech. Min. Sri. & Geomech. Abstr. 16 (1978), pp. 135-140. [3] KLEB. B. - VASARHELYI, B . , Test Results and Empirical Formulas of Rock Mechanical Parameters of Rhyolitic Tuff Samples from Eger's Cellars, Acta GeoL Hung. 46 (1) (2003). pp. 301-312 . |4] P A L C H I K , V., Influence of Porosity and Elastic Modulus on Uniaxial Compressive Strength in Soft Brittle Porous Sandstones, Rock Meek Rock Engng.. 32 (1999). pp. 303-309. [5] P R 1 K R Y L , R., Some Microslructural Aspects of Strength Variation in Rocks, Int. J. Rock Mvch. & Min. Set., 38 (2001), pp. 671-682 . |6] S M 0 R 0 D I N 0 V . M. I, - M O T O V I L O V , E. A. - VOLKOV, V. A. , Determinations of Correlation Relationships between Strength and Some Physical Characteristics of Rocks., Proc. 2ml ISRM Cong. Belgrade, Yugoslavia, 1970, Vol. II, Theme 3-6 . [7[ THURO, K. - SPAUN, G., Introducing 'Destruction Work' as a New Property of Toughness Referring to Drillabilitv in Conventional Drill- and Blast Tunnelling, In: G. Barla (ed) Proc. Eurock'96, 2 (1996 ) , pp. 707-713 . [8] V A N , P. - VASARHELYI, B. , Second Lawof Thermodynamics and the Failure of Rock Materi-als, In: E. Elswonh, LP. Tinucci, - K.A. Heasley (eds), DC Rocks, Proc. 38 f A US . Rock Mech. Conf. 1 (2001), pp. 767-776. Balkema/Swets & Zeitlinger. [9] V A N , P.. Thermodynamic Variables and the Failure of Microcracked Materials, J. Non-Equilibrium Thermodynamics, 26(2001) , pp. 167-189. [10] V A S A R H E L Y I , B. , Some Observations Regarding the Strength and Deformabiliiy of Sandstones in Case of Dry and Saturated Conditions) Bull. Engng. Geol. & Env., 62 (2003), pp. 245-249. [11] V A S A R H E L Y I . B . - DELI, A. - GALOS, M. - VAN, P., Relationship between the Critical Dissipated Energy per unit Volume and the Mechanical Properties of Different Rocks, In: J. Girard, M. Liebman, C. Breeds & T. Doe (eds), Pacific Rocks 2000. Proc. 4 t h NARMS, Seattle. July 30-Aug. 3: 1289-1293. 

HOW DOES THE WATER SATURATION INFLUENCE THE MECHANICAL PROPERTIES OF THE VOLCANIC TUFFS?

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HOW DOES THE WATER SATURATION INFLUENCE THE MECHANICAL PROPERTIES OF THE VOLCANIC TUFFS?

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Periodica Polytechnica (Budapest University of Technology and Economics)