Block Volume Estimation from the Discontinuity Spacing Measurements of Mesozoic Limestone Quarries, Karaburun Peninsula, Turkey
Block volumes are generally estimated by analyzing the discontinuity spacing measurements obtained either from the scan lines placed over the rock exposures or the borehole cores. Discontinuity spacing measurements made at the Mesozoic limestone quarries in Karaburun Peninsula were used to estimate the average block volumes that could be produced from them using the suggested methods in the literature. The Block Quality Designation (BQD) ratio method proposed by the authors has been found to have given in the same order of the rock block volume to the volumetric joint count () method. Moreover, dimensions of the 2378 blocks produced between the years of 2009 and 2011 in the working quarries have been recorded. Assuming, that each block surfaces is a discontinuity, the mean block volume (), the mean volumetric joint count () and the mean block shape factor of the blocks are determined and compared with the estimated mean in situ block volumes () and volumetric joint count () values estimated from the in situ discontinuity measurements. The established relations are presented as a chart to be used in practice for estimating the mean volume of blocks that can be obtained from a quarry site by analyzing the rock mass discontinuity spacing measurements.
Dimensions of the blocks that can be extracted from a rock mass are governed by the discontinuity planes present in it. Therefore, it is important to analyze the discontinuity spacing data to establish whether or not economical sized blocks can be obtained from a rock mass prior to commencing any quarrying operation. Analysis of the discontinuity spacing data does not only allow us to estimate the mean block volume but also enables us to determine whether the blocks can be economically extracted from a rock mass. Thus if the estimated mean block volume is small in a quarry site, in such case, it will not be economical to invest in such area.
There are several studies proposed in literature to estimate the mean block volume using the rock mass discontinuity spacing data. Priest and Hudson , Hudson  stated that the discontinuity planes show rather irregular patterns in terms of occurrence geometry and added that statistical methods need to be utilized for explaining these geometries and composing relevant models. Attewel and Farmer , Priest and Hudson , Hudson and Priest , Einstein et al. , and Ulusay and ve Sönmez  defined the geometry of the discontinuity planes in two-dimensional irregularly scattered lines and remarked that a negative exponential relation exists between the spacing and the frequency of the discontinuity planes which is expressed as follows: where : probability; : mean discontinuity frequency; : mean discontinuity spacing.
Although the majority of the scientists who statistically analyzed the rock mass discontinuity spacing suggested a negative exponential distribution, Wang , Wittke , Barton and Zoback , Priest , Lu and Latham , and Doyuran et al.  suggested log normal distribution. On the other hand, Rouleau and Gale  suggested the use of Weibull distribution . Hudson  noted that log normal and Weibull distribution results were consistent with each other and added that the results of obtained mean discontinuity spacing as a consequence of these distributions were considerably close to those mean discontinuity spacing values computed by the negative exponential equation, suggested by Hudson and Priest  and Priest and Hudson .
Similar statistical studies performed using discontinuity spacing measurement made in Turkey various rock masses, for block stone quarrying and rock mass classification. Engineering classification of rock masses, negative exponential distribution were found to apply to analysis of the discontinuity data from researchers like Ayday , Ulusay , Gökceoğlu , Yavuz et al. , Ulusay and ve Sönmez , Nefeslioglu et al. , and Kaya et al. .
In the literature, there are two common methods generally used for the estimation of block dimensions using the discontinuity spacing data. The first method is called the volumetric joint count method  and the latter is called the weighted joint density method .
The volumetric joint count is described as the number of joints encountered in a cubic meter of fractured rock mass and is the measurement of number of intersecting discontinuities within the fractured rock mass per 1 m3. is usually calculated from the mean spacing value of joint sets; where is the true mean discontinuity spacing for each discontinuity set, for , 2, , . is the total number of discontinuities.
By using the discontinuity spacing values measured in one dimension and also the volumetric joint count , Palmström  suggested the following relation between the in situ mean block volume and the volumetric joint cont to estimate in situ mean block volume , from one-dimensional discontinuity spacing measurement:
Latham et al.  claimed that the angle between the drilling direction and discontinuity plane happens to be mostly 35° and suggested the calculation of in situ block volume from the mean joint spacing for general use by also assuming that the shape factor : Palmström  stated that the block volume in rock masses bearing three or more joint sets could also be estimated from the equation below using the discontinuity spacing and the angles between the joint sets If to a rock mass contains only two joint sets; (5) suggested to be used in the form of; In (5) and (6), : estimated field block volume (m³); , , : spacing between the joint sets (m); , , : inclination between the joint sets (°).
Rock mass block quality designation ratio concept has been proposed to assess the rock mass quality for block production quality based on the field discontinuity measurements . Rock mass block quality designation (BQD) has been proposed as the ratio of the cumulative length of the discontinuity spacing and/or borehole core length equal to or greater than 1 m to the total length of the scan (trace) line or the borehole length as percentage: where is the discontinuity spacing equal to or greater than 1.0 m and is the measurement line length ().
When the measured discontinuity spacings data of the limestone quarries of Karaburun peninsula are evaluated, it is observed that BQD ratio of 50% was found to the threshold value between working and abandoned the quarries. While the working quarries are noted to have the BQD ratio more than 50%, the abandoned quarries are noted to have BQD value less than 50% (Figure 1).
A decreasing exponential relation has been obtained between the BQD ratios and values of the working and abandoned quarries as shown in Figure 2. This relation has been found to be best represented by Using (8) with (3) a relation between the mean in-situ block volume and the BQD ratio is obtained as for the Karaburun limestone quarries. Taking ; thus (8) becomes In this study, initially the discontinuity spacings of the limestone quarry benches were determined by the photos of the quarry benches and their details were checked later in the field and then they were statistically analyzed (Figure 4). The mean true discontinuity spacings, average discontinuity spacing, and angles between the joint sets, were determined for each studied quarry and given in Tables 1 and 2. The volumetric joint count, and BQD values were determined for each quarry and their estimated values are given in Tables 1 and 2. By using these discontinuity spacing values, (Tables 1 and 2), mean in-situ block volumes of the each studied quarry using (1)–(10). Additionally, mean in situ block volume values () obtained using various methods are also given in Table 3 for comparison with one another.
Moreover, the dimensions of 2378 limestone blocks produced between the years of 2009 and 2011 in the Karaburun limestone quarries were recorded and their volumes are calculated from their dimension measurements. Assuming that each block surface is a discontinuity, the volumetric joint count of the produced blocks are estimated. Since knowing the block volume and the volumetric joint count . The shape factors of the limestone blocks were also calculated using (3). The , BQD, and values determined for quarries were compared with the , , and of the blocks produced from them. Additionally a graph was proposed to predict the mean trimmed block size, by analyzing the discontinuity spacing data measured in the field.
2. Karaburun Limestone Quarries
The Karaburun limestone quarries are located in the western part of Turkey with limited transportation access to the major cities (Figure 3). However, in recent years the increasing demands for dimension stone and aggregate have made people to invest in this part of Turkey. The quarries are opened up mainly in Triassic-Cretaceous aged limestone. The discontinuity maps of Karaburun limestone quarries have been prepared from the photographs taken at 1.5 m height keeping the camera vertical to the quarry benches and joining the photographs using the computer software “photostitch” and thus producing single photo for each quarry at A0 scale and the identified discontinuity traces were later checked in the field.
Discontinuity spacings are recorded in six active and five abandoned limestone quarries. The discontinuity spacing determinations have been made along 2199 m long line over the photos of 189 quarry benches (Figure 4). General properties of the discontinuities of the Karaburun Peninsula limestone quarries are given in Table 1. Additionally the orientations of discontinuities have been evaluated by plotting the dips and dip directions of discontinuity planes on the lower hemispherical projection (LHP) and the numbers and orientation of discontinuity sets were determined from the LHP analysis of the discontinuities for each limestone quarry. Discontinuity traces recorded at Quarry 8 and their analysis are given in Figure 4 as an example.
There are three discontinuity sets recorded in quarries 1, 2, 3, 4, 9, and 10 and two discontinuity sets recorded in quarries 5, 6, and 8. Quarries 7 and 11 have four discontinuity sets (Table 1).
The frequencies of the discontinuity spacings less than 1 and greater than 1 m are presented for the Karaburun limestone quarries in Table 2. The BQD ratio of the studied limestone quarries is also given in Table 1.
In situ mean block volumes estimated using the various suggested relations in literature are given in Table 3. The in situ block volume estimation method proposed by Elçi and Türk  are found to have given similar block volume values calculated using to the method suggested by Palmström  for the Karaburun limestone quarries (Table 3).
3. Dimension Analysis of the Extracted Blocks
In addition to the discontinuity measurements made at Karaburun the limestone quarries dimensions of 2378 limestone blocks which were produced between the years of 2009 and 2011 in the working quarries were also recorded. The mean volume of the blocks for each quarry calculated using the length, height, and width of the produced blocks is given in Table 4.
3.1. Volumetric Joint Count and Shape Factor of Blocks
By assuming that the surface of a limestone block is a discontinuity plane, the volumetric joint count of a block can be calculated from (8) as given below: Where = volumetric joint count of a limestone block (1/m3), length = length of limestone block (m), width = width of limestone block (m), and height = height of limestone block (m).
The volumetric joint count values of blocks calculated from the dimensions of blocks produced at six working Karaburun quarries are given in Table 5. The weighted average value of 2378 blocks is found to be joints/m3 and the weighted average block volume is calculated to be m3. By using these values in (3), the weighted average shape factor of the blocks produced in the Karaburun limestone quarries was found to be (Table 5).
Plot of the mean limestone block volume versus the volumetric joint counts of the blocks extracted from Karaburun limestone quarries is given in Figure 5. relation is obtained and plotted. In a similar manner, plot of the relation is given for comparison in Figure 5. As seen in Figure 5, while the value of the limestone blocks varies between 1 and 3, the block volume values range from 1 to 14 m3.
Before deciding to open a quarry in a from rock mass for block stone extraction, it is important to estimate the block volume as well as determining the engineering properties of the rock material. Since the block quarrying requires large amount capital, if the extractable block volume is predicted before starting quarrying operation, investments in an uneconomical sites can be prevented. In the Karaburun Peninsula, there are 5 quarries closed down soon after starting the quarrying operation. This situation is believed to be due to not carrying out sufficient discontinuities analysis of the rock mass to see whether or not economical blocks can be extracted from them before starting any quarrying operation in it.
In this study, the discontinuity spacing data obtained at 6 currently operating and 5 abandoned limestone quarries located in the Karaburun Peninsula (İzmir) and also the block dimensions obtained from the working quarries were statistically analyzed. The in-situ block volumes estimated using the mean discontinuity spacing, true discontinuity spacing, and volumetric joint count are found to be considerably different volume values from the produced block volumes (Table 2). The in situ block volumes calculated by the BQD, have given similar results to the Palmström’s  method. Since the BQD method depends on the ratio of the cumulative discontinuity spacings greater than 1 m over the trace or scan line, it is more practical to use.
Munoz de la Nava  emphasized that no idea would be gained about the dimension of blocks confined by natural discontinuities with the help of and added that should be less than 3 so as to get proper blocks. Garcia  stated that values should not exceed 2 in order to get convenient blocks from a rock mass. On the other hand, Sousa [30, 31] used this threshold value in the block stone quarrying of granitic rocks. The maximum value of was determined to be 3.10 joints/m3 in the working quarries in Karaburun Peninsula (Table 1). Additionally, the weighted mean , of the blocks extracted from Karaburun limestone quarries, was found to be 1.926.
values obtained from the discontinuity spacings in Karaburun limestones quarries and values obtained from the blocks dimensions are presented in Table 2. The correlation between in-situ values and block is also shown in Figure 6. There is a linear relation found between and as . This relation shows that the in situ field estimated value is lower than the block value as expected.
The sizes and/or weights of the blocks produced at quarries are constricted by the capacity of machinery and equipment on the one hand and by roadway transport on the other hand. Therefore, the average block volumes are trimmed to about 4-5 m3 in the quarries. Quarry 10 seems to be the best quarry in the Karaburun Peninsula both in terms of BQD and values. However, as the capacity of the machines employed in this quarry had small capacity, the obtained maximum block volume extracted to be only 3.1 m3. For this reason, the discontinuity data of the quarry 10 was not used in the graphs presented in Figures 6 through 9.
The relationships obtained between the discontinuity spacing data recorded in the field and the volume of the produced limestone blocks shown in Figures 6, 7, 8, and 9 will serve as a guide to the prospective quarry operators in determination of the block volumes that can would be obtained from a rock mass.
A chart is presented in Figure 10 by using the various relations determined between the in situ discontinuity spacing data obtained at limestone quarries of the Karaburun Peninsula and the dimensions of limestone blocks produced in them (Figures 6, 7, 8, and 9). This graph can be used in two ways; either by determining the BQD of the rock mass first and then estimating the mean rock block volume from the established relation between the BQD ratio and block volume (Path 1) or by estimating the from the relation and then determine rock block volume from the relation (Path 2) (Figure 10).
The following conclusions are reached with reference to the analysis of the discontinuities spacing measurement made at the limestone quarries in the Karaburun Peninsula and also the analyzing of the blocks dimensions produced in these quarries. Block Quality Designation method has been proposed for characterizing the rock mass quality for block production. BQD is a simple and an easy approach to use. The BQD method has found to give similar block volume values, as to the method suggested by Palmström (1995). The rock mass having BQD value > 50% is found to give economical blocks. On the other hand, the rock mass having BQD value less than 50% are found to be not suitable for economical block production. The , and values obtained for the produced limestone blocks in the Karaburun limestone quarries by the assumption of each block surface being a discontinuity, have given smaller block volumes than the estimated block volumes using the field values. The proposed block shape factor value for field block volume estimation by Palmström  was found to be for the regular shaped blocks produced at the Karaburun limestone quarries. The relations established among the , , , and are presented as a graph for use in practice to estimate the regular shaped mean block volume obtainable from the in situ discontinuity measurements in a quarry site.
Conflict of Interests
The authors declare that there is no conflict of interests regarding the publication of this paper.
This study was sponsored by TUBITAK under Project designated as 107Y052. The authors wish to thank TUBITAK for their financial support. The authors would also like to thank Professor C. Helvacı, G. Racki and M. Razack for their valuable and constructive comments.
S. D. Priest and J. A. Hudson, “Discontinuity spacings in rock,” International Journal of Rock Mechanics, Mining Sciences and Geomechanics Abstracts, vol. 13, no. 5, pp. 135–138, 1976.View at: Google Scholar
J. A. Hudson, Comprehensive Rock Engineering, vol. 3, Pergamon Press, Oxford, UK, 1993.
P. B. Attewel and I. W. Farmer, Principles of Engineering Geology, Chapman & Hall, London, UK, 1976.
J. A. Hudson and S. D. Priest, “Discontinuities and rock mass geometry,” International Journal of Rock Mechanics, Mining Sciences and Geomechanics Abstracts, vol. 16, no. 6, pp. 339–362, 1979.View at: Google Scholar
H. H. Einstein, D. Veneziano, G. B. Baecher, and K. J. O'Reilly, “The effect of discontinuity persistence on rock slope stability,” International Journal of Rock Mechanics, Mining Sciences and Geomechanics Abstracts, vol. 20, no. 5, pp. 227–236, 1983.View at: Google Scholar
R. Ulusay and H. ve Sönmez, Kaya Kütlelerinin Mühendislik Özellikleri, TMMOB Jeoloji Mühendisleri Odası Yayınları, Ankara, Turkey, 2007.
H. Wang, Prediction of in-situ and blastpile block size distributions of rock masses, with special reference to costal requirements [Ph.D. thesis], Queen Mary and Westfield College, London University, 1992.
W. Wittke, “Rock mechanics,” Quarterly Journal of Engineering Geology, no. 24, pp. 91–99, 1990.View at: Google Scholar
C. A. Barton and M. D. Zoback, “Self-similar distribution and properties of macroscopic fractures at depth in crystalline rock in the Cajon Pass scientific drill hole,” Journal of Geophysical Research, vol. 97, no. 4, pp. 5181–5200, 1992.View at: Google Scholar
S. D. Priest, Discontinuity Analysis for Rock Engineering, Chapman & Hall, London, UK, 1993.
P. Lu and J. P. Latham, “Developments in the assessment of in-situ block size distributions of rock masses,” Rock Mechanics and Rock Engineering, vol. 30, no. 1, pp. 29–49, 1999.View at: Google Scholar
V. Doyuran, C. Ayday, and N. Karahanoğlu, “Statistical analyses of discontinuity parameters of Gölbasi (Ankara) andesites, Süpren (Eskisehir) marble, and Porsuk Dam (Eskisehir) peridotite in Turkey,” Bulletin of the International Association of Engineering Geology, vol. 48, pp. 15–31, 1993.View at: Google Scholar
A. Rouleau and J. E. Gale, “Statistical characterization of the fracture system in the Stripa granite, Sweden,” International Journal of Rock Mechanics, Mining Sciences and Geomechanics Abstracts, vol. 22, no. 6, pp. 353–367, 1985.View at: Google Scholar
W. E. Bardsley, T. J. Major, and M. J. Selby, “Note on a Weibull property for joint spacing analysis,” International Journal of Rock Mechanics, Mining Sciences and Geomechanics Abstracts, vol. 27, no. 2, pp. 133–134, 1990.View at: Google Scholar
C. Ayday, Statistical analysis of discontinuity parameters of Gölbaşı (Ankara) andesites, Süpren (Eskişehir) marble and Porsuk Dam (Eskişehir) peridotite [Ph.D. thesis], Geological Engineering Department, Middle East Technical University, Ankara, Turkey, 1989.
R. Ulusay, Geotecnical evaluations and deterministic design considerations for pitwall slopes at Eskihisar (Yatağan-Muğla) strip coal mine [Ph.D. thesis], Geological engineering Department, Middle East Technical University, Ankara, Turkey, 1991.
C. Gökceoğlu, Killi, yoğun süreksizlik içeren ve zayıf kaya kütlelerinin Mühendislik sınıflamalarında karşılaşılan güçlüklerin giderilmesine yönelik yaklaşımlar [Ph.D. thesis], Hacettepe Üniversitesi, Fen Bilimleri Enstitüsü, Jeoloji Mühendisliği Bölümü, Ankara, Turkey, 1997.
A. Kaya, S. Alemdağ, A. Yılmaz, and M. Çapik, “Doğal Taş Ocaklarında Blok Hacminin Belirlenmesi için RQD ve Jv’nin Kullanılabilirliği,” Jeoloji Mühendisliği Dergisi, vol. 35, no. 1, pp. 79–92, 2011.View at: Google Scholar
A. Palmström, “The volumetric joint count—a useful and simple measure of the degree of jointing,” in Proceedings of the 4th International Congress of IAEG, pp. 221–228, New Delhi, India, 1982.View at: Google Scholar
A. Palmström, Rmi—a system for characterization of rock masses for rock engineering purposes [Ph.D. thesis], Univeristy of Oslo, Oslo, Norway, 1995.
H. Elçi and N. Türk, “Block quality designation for dimension stone,” in Proceedings of the 66th Geolagical Congress of Turkey METU, vol. 334, Ankara, Turkey, 2013.View at: Google Scholar
E. Yakut, İzmir ili çevresindeki kireçtaşlarının mühendislik özellikleri ve kullanım alanlarının araştırılması [M.S. thesis], Dokuz Eylül Üniversitesi, Fen Bilimleri Enstitüsü, 2001.
P. Munoz de la Nava, J. A. R. Esudore, I. R. Saurez et al., “Metodologia de investigacion de rocas ornamentales,” Boletin Geologicoy Minero, vol. 100, no. 3, pp. 129–149, 1989.View at: Google Scholar
E. O. Garcia, “Investigacion de yacimientos,” in Manual de Rocas Ornamentales, C. L. Jimeno, Ed., pp. 139–174, Entorno Grafico, Madrid, Spain, 1996.View at: Google Scholar
L. M. O. Sousa, “Evaluation of joints in granitic outcrops for dimension stone exploitation,” Quarterly Journal Engineering Geology and Hydrogeology, no. 43, pp. 85–94, 2010.View at: Google Scholar