A Quantitative-Qualitative Classification for Igneous Building Stones Based on Brazilian Tensile Strength: Application to the Stone Durability
Source abstract
Abstract
Building stones are among the most widely used construction materials in building. The Brazilian tensile strength (BTS) is a key indicator for evaluating the durability of building stone against deterioration processes. To date, no quantitative–qualitative classification for the BTS of building stones has been introduced in the literature. This poses a serious challenge for building engineers and architects in selecting the most durable building stone in terms of BTS. In the present study, a novel classification for igneous building stones based on BTS was proposed. In this classification, stones fall into the seven BTS classes: weak (BTS < 1.3 MPa), moderately weak (BTS 1.3–4.2 MPa), strong (BTS 4.2–10.1 MPa), very strong (BTS 10.1–19.3 MPa), and extremely strong (BTS > 19.3 MPa). The applicability of the BTS classification was confirmed using data published on the BTS values of the building stones subjected to deterioration processes. Based on data analysis, it was found that a stone classified into a BTS class with a higher strength can exhibit better quality in terms of its durability against deterioration processes. Consequently, BTS classification has significant advantages as an efficient and practical tool in selecting the most durable building stone for use in a building.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Building materials and conservation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Department of Geology, Faculty of Basic Sciences, Lorestan University, Khorramabad 681151-44316, Iran
Department of Geology and Pole of Geosciences Center, University of Trás-os-Montes e Alto Douro, 5000-801 Vila Real, Portugal
Funding
Fundação para a Ciência e a Tecnologia
References (100+)
Show source-provided references
1. Effects of the freeze–thaw (F–T) cycle on the andesitic rocks (Sille-Konya/Turkey) used in construction building10.1016/j.jafrearsci.2015.05.006 ↗
2. Durability assessments of rare green andesites widely used as building stones in Buca (Izmir), Turkey10.1007/s12665-017-6531-y ↗
3. Ghaleh-khargushi rhyodacite and Gorid andesite from Iran: Characterization, uses, and durability10.1007/s12665-018-7485-4 ↗
4. Strzałkowski, P., EKöken, E., and Sousa, L. (2023). Guidelines for natural stone products in connection with European standards. Materials, 16.10.3390/ma16216885 ↗
5. Mechanical property degradation of ignimbrite subjected to recurrent freeze-thaw cycles10.1016/j.ijrmms.2004.03.005 ↗
6. Effect of freeze-thaw and thermal shock weathering on the physical and mechanical properties of an andesite stone10.1007/s10064-010-0302-2 ↗
7. Role of petrography in durability of limestone used in construction of Persepolis complex subjected to artificial accelerated ageing tests10.1007/s12665-019-8308-y ↗
8. Experimental studies on the effects of cyclic freezing-thawing, salt crystallization, and thermal shock on the physical and mechanical characteristics of selected sandstones10.1007/s00603-014-0609-6 ↗
9. Effects of freeze-thawing cycles on the physical and mechanical properties of basaltic and dolomitic rocks evaluated with a decay function model10.1007/s10064-021-02132-6 ↗
10. A decay function model for the integrity loss of rock when subjected to recurrent cycles of freezing–thawing and heating–cooling10.1016/S1365-1609(03)00095-9 ↗
11. The effect of freeze–thaw process on the physical and mechanical properties of tuff10.1007/s12665-016-5664-8 ↗
12. Predicting the long-term durability of building stones against freeze–thaw using a decay function model10.1016/j.coldregions.2013.03.007 ↗
13. The effect of freeze–thaw cycles on physical and mechanical properties of granitoid hard rocks10.1007/s10064-015-0787-9 ↗
14. Effect of thermal treatment on Brazilian tensile strength of granites with different grain size distributions10.1007/s00603-018-1404-6 ↗
15. Evaluation of the influence of freeze–thaw cycles on the joint strength of granite in the Eastern Tibetan Plateau, China10.1038/s41598-024-74780-z ↗
16. Assessment of the effects of freeze–thaw and salt Crystallization ageing tests on Anahita Temple Stone, Kangavar, West of Iran10.1007/s10706-016-0090-y ↗
17. Effects of freeze-thaw treatment on the dynamic tensile strength of granite using the Brazilian test10.1016/j.coldregions.2018.08.022 ↗
18. Durability assessment of Gerdoi and red travertines from Azarshahr. East Azerbaijan province, Iran10.1007/s10064-018-1249-y ↗
19. Predicting the strength of granitic stones after freeze–thaw cycles: Considering the petrographic characteristics and a new approach using petro-mechanical parameter10.1007/s00603-021-02458-3 ↗
20. Effect of acidic water on physico-mechanical behavoiur of rock
21. Variation on physico-mechanical properties of Kota stone under different watery environments10.1016/j.buildenv.2006.11.032 ↗
22. Thermal and salt crystallization effects on marble deterioration: Examples from Western Anatolia, Turkey10.1016/j.enggeo.2006.11.005 ↗
23. Estimating the durability of building stones against salt crystallization: Considering the physical properties and strength characteristics
24. Assessing the potential for deterioration of limestones forming Taq-e Bostan monuments under freeze–thaw weathering and karst development10.1007/s12665-014-3373-8 ↗
25. Assessment of physical weathering effects on granitic ancient monuments, Hamedan, Iran10.1007/s12665-015-4536-y ↗
26. Utilization of the accelerated weathering test method for evaluating the durability of sedimentary rocks10.1007/s10064-018-1267-9 ↗
27. Pu, H., Sha, Z., Liu, D., and Liu, S. (2019). Experimental Study on Mechanical Properties of Sandstone Under Freeze-Thaw Condition, Rock Mechanics/Geomechanics Symposium.
28. Artificial microcracking of granites subjected to salt crystallization aging test10.1007/s10064-020-01891-y ↗
29. Analysis of mechanical properties of sandstone under freeze-thaw cycles based on digital image correlation (DIC)10.1155/2021/7101873 ↗
30. Assessing the long-term durability and degradation of rocks under freezing-thawing cycles
31. A laboratory study on the durability of limestone wastes in harsh environments for their suitability as aggregate in concrete
32. The petrographic and geotechnical properties of some sandstone from the newspaper member of the Natal Group near Durban, South Africa10.1016/S0013-7952(98)00081-7 ↗
33. Determination of mechanical properties of rocks using simple methods10.1007/s10064-008-0128-3 ↗
34. Huang, L., Asteris, P.G., Koopialipoor, M., Armaghani, D.J., and Tahir, M.M. (2019). Invasive weed optimization technique-based ANN to the prediction of rock tensile strength. Appl. Sci., 9.10.3390/app9245372 ↗
35. Prediction of rock tensile strength using soft computing and statistical methods
36. Brown, E.T. (1981). Rock characterization, testing and monitoring. ISRM Suggested Methods, Pergamon Press.
37. Schmidt, R.L. (1972). Drillability Studies—Percussive Drilling in the Field, U.S. Department of the Interior.
38. Bilgin, N. (1977). Investigation into Mechanical Cutting Characteristics of Some Medium and High-Strength Rocks. [Ph.D. Thesis, Newcastle University].
39. Clark, G.B. (1979). Principles of Rock Drilling, Colorado School of Mines.
40. The effect of pre-existing microcavities on mechanical rock performance in sedimentary and crystalline rocks10.1016/0148-9062(87)90177-X ↗
41. Bilgin, N., and Shahriar, K. (1988). The development of a rock cutting rig for rapid excavation systems and its application to Amasra Coalfield. Proceedings of 6th Coal Congress of Turkey Zonguldak, Turkey, 23–27 May 1988, Chamber of Mining Engineers of Turkey. (In Turkish).
42. Bilgin, N., Eskikaya, S., and Dincer, T. (1993, January 7–10). The performance analysis of large diameter blast hole rotary drills in Turkish Coal Enterprises. Proceedings of the 2nd International Symposium on Mine Mechanization and Automation, Lulea, Sweden.
43. Index properties of weathered rocks: Inter-relationships and applicability10.1007/s100640050032 ↗
44. The use of the point load test for the rapid estimation of Mode I fracture toughness10.1016/S0148-9062(99)00015-7 ↗
45. Rotary and percussive drilling prediction using regression analysis10.1016/S0148-9062(99)00050-9 ↗
46. Correlation of mineralogical and textural characteristics with engineering properties of selected granitic rocks from Turkey10.1016/S0013-7952(98)00071-4 ↗
47. Wear characteristics of circular diamond saws in the cutting of different hard abrasive rocks10.1016/j.wear.2004.09.060 ↗
48. Correlation of P and S-Waves with cutting specific energy and dominant properties of volcanic and carbonate rocks10.1007/s00603-006-0111-x ↗
49. Thermo-mechanical properties of Indian and other granites10.1016/j.ijrmms.2007.05.008 ↗
50. Correlation of specific energy of cutting saws and drilling bits with rock brittleness and destruction energy10.1016/j.jmatprotec.2008.06.004 ↗
51. Water-induced variations in mechanical properties of clay-bearing rocks10.1016/j.ijrmms.2008.07.002 ↗
52. Assessment of brittleness using rock strength and density with punch penetration test10.1016/j.tust.2008.04.002 ↗
53. Relative brittleness characterization of some selected granitic building stones: Influence of mineral grain size10.1016/j.conbuildmat.2007.11.014 ↗
54. Effect of freeze–thaw process on the abrasion loss value of stones10.1016/j.ijrmms.2010.07.003 ↗
55. The effect of rock sample dimension on the P-wave velocity10.1007/s10921-011-0095-7 ↗
56. The drillability assessment of rocks using the different brittleness values10.1016/j.tust.2010.11.013 ↗
57. Brittleness determination of granites by Schmidt rebound hammer hardness to evaluate drillability
58. Predicting the compressive and tensile strength of rocks from indentation hardness index
59. Assessment of weathering processes effect on engineering properties of Alvand granitic rocks (west of Iran), based on weathering indices10.1007/s12665-011-1518-6 ↗
60. Durability assessment of the Alaçatı tuff (Izmir) in western Turkey10.1007/s12665-012-1632-0 ↗
61. Rock failure modes under uniaxial compression, Brazilian, and point load tests10.1007/s10064-013-0505-4 ↗
62. New weathering classifications for granitic rocks based on geomechanical parameters10.1016/j.enggeo.2013.08.007 ↗
63. Determination of basic physical and mechanical properties of basaltic rocks from P-wave velocity10.1080/10589759.2013.823606 ↗
64. Correlating P-wave velocity with the physico-mechanical properties of different rocks10.1007/s00024-012-0556-7 ↗
65. Correlation of production rate of ornamental stone with rock brittleness indexes10.1007/s12517-011-0311-x ↗
66. Effect of porosity on rock brittleness10.1007/s00603-013-0400-0 ↗
67. Estimation of uniaxial compressive strength and Brazilian tensile strength from block punch index
68. Reliance of physico-mechanical properties on petrographic characteristics: Consequences from the study of Utla granites, north-west Pakistan10.1007/s10064-014-0690-9 ↗
69. A prediction model for uniaxial compressive strength of deteriorated pyroclastic rocks due to freeze–thaw cycle10.1016/j.jafrearsci.2016.05.001 ↗
70. Ribeiro, P., Oliveira, M., and Nelson, P. (2016, January 19–22). Correlation between uniaxial compressive strength and Brazilian tensile strength using different rock types. Proceedings of the XVIII Brazilian Conference on Soil Mechanics and Geotechnical Engineering, Belo Horizonte, Brazil.
71. Ronmar, C. (2016). Correlation of Rock Strength Between Uniaxial Compressive, Brazilian and Point Load Tests: A laboratory Study. [Honours Thesis, School of Mechanical and Mining Engineering, The University of Queensland].
72. Relationship of brittleness and fragmentation in brittle compression10.1016/j.enggeo.2017.02.029 ↗
73. Analysis of bead wear in diamond wire sawing considering the rock properties and production rate10.1007/s10064-017-1057-9 ↗
74. Predicting the relationship between brittleness and mechanical properties (UCS, TS and SH) of rocks
75. Predicting strength parameters of igneous rocks from slake durability index
76. Changes in the physical, mineralogical and geomechanical properties of a granitic rock from weathering zones in a tropical climate10.1007/s00603-020-02240-x ↗
77. Comparative evaluation of different statistical tools for the prediction of uniaxial compressive strength of rocks
78. Using indirect testing methods to quickly acquire the rock strength and rock mass classification in tunnel engineering10.1061/(ASCE)GM.1943-5622.0001633 ↗
79. Investigation of the availability of a new point load test device in characterization of rocks10.35860/iarej.918874 ↗
80. The effect of saturation on the physical and mechanical behavior of some rock samples10.36937/cebel.2021.003.005 ↗
81. Estimation of tensile strength and moduli of a tension-compression bi-modular rock
82. Importance of the mineralogical and textural characteristics in the mechanical properties of rocks10.1007/s12517-022-09929-z ↗
83. Key parameters of volcanic tuffs used as building stone: A statistical approach10.1007/s12665-021-10114-w ↗
84. Evaluating the effects of mineral grain size and mineralogical composition on the correlated equations between strength and Schmidt hardness of granitic rocks10.1007/s10706-020-01321-6 ↗
85. Assessing the geotechnical properties of peridotite rocks in dry and saturated conditions10.1007/s41062-024-01446-0 ↗
86. Predicting the strength, density, and porosity of rocks from roll crusher tests10.17159/2411-9717/1528/2024 ↗
87. Classification of rocks and soil for engineering geological mapping, part 1: Rock and soil materials10.1007/BF02600503 ↗
88. Petrophysical and geomechanical properties of rocks from the oilfields of the Krishna-Godavari and Cauvery Basins, India10.1007/s100640100137 ↗
89. A fuzzy model to predict the uniaxial compressive strength and the modulus of elasticity of a problematic rock10.1016/j.engappai.2003.11.006 ↗
90. Strength parameters and their inter-relationship for limestone of Cherat and Kohat areas of Khyber Pakhtunkhwa
91. Prediction of uniaxial compressive strength of granitic rocks by various nonlinear tools and comparison of their performances
92. Correlations between direct and indirect strength test methods10.1016/j.ijmst.2015.03.005 ↗
93. Prediction of the unconfined compressive strength of soft rocks: A PSO-based ANN approach10.1007/s10064-014-0638-0 ↗
94. Determination of the geotechnical characteristics of hornfelsic rocks with a particular emphasison the correlation between physical and mechanical properties10.1007/s00603-016-0930-3 ↗
95. Assessing the uniaxial compressive strength of extremely hard cryptocrystalline flint10.1016/j.ijrmms.2018.12.002 ↗
96. Correlation of uniaxial compressive strength with indirect tensile strength (Brazilian) and 2nd cycle of slake durability index for evaporitic rocks10.1007/s10706-020-01578-x ↗
97. Prediction of the uniaxial compressive strength of rocks by soft computing approaches10.1007/s10706-023-02473-x ↗
98. A comparative evaluation of rock strength measures10.1016/0148-9062(84)92680-9 ↗
99. Farah, R. (2011). Correlations Between Index Properties and Unconfined Compressive Strength of Weathered Ocala Limestone. [Master’s Thesis, University of North Florida].
100. Correlation between unconfined compressive strength and indirect tensile strength of limestone rock samples