Case Studies
Mar 16, 2020

Using Indirect Testing Methods to Quickly Acquire the Rock Strength and Rock Mass Classification in Tunnel Engineering

Publication: International Journal of Geomechanics
Volume 20, Issue 5

Abstract

Uniaxial compressive strength (UCS) and tensile strength are essential parameters of rocks, but the direct measurement of these two parameters is time-consuming and requires high-quality samples. As such, academics brought attention to the indirect tests (such as point load test, ultrasonic wave velocity test, and Schmidt hammer test) that could be used to estimate UCS and tensile strength quickly. The empirical equations for estimating UCS and tensile strength of rocks in study cases remain poorly understood as previous equations based on indirect testing methods possess a lithological heterogeneity–dependent nature. Laboratory experiments (e.g., uniaxial compressive test, Brazilian test, point load test) and regression analysis were performed to acquire the correlation equations for calculating UCS or tensile strength of rocks based on indirect tests. Significant linear equations were derived and UCS or tensile strength can be estimated by point load test with acceptable discrepancy. The comparison study showed that using improper empirical equations to predict UCS and tensile strength can yield significant errors. A modified basic quality (BQ) rock mass classification system was also presented to conveniently classify the rock mass in study cases.

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Acknowledgments

Much of the work presented in this paper was supported by the National Natural Science Foundations of China (grant numbers 51309144, 51379112, 51422904, 40902084, 41772298, and 41877239), the State Key Development Program for Basic Research of China (grant number 2013CB036002), and Shandong Provincial Natural Science Foundation (grant number JQ201513). The authors would like to acknowledge the editors and reviewers for their time and effort in reviewing and improving the manuscript.

References

Aliyu, M. M., J. Shang, W. Murphy, J. A. Lawrence, R. Collier, F. Kong, and Z. Zhao. 2019. “Assessing the uniaxial compressive strength of extremely hard cryptocrystalline flint.” Int. J. Rock Mech. Min. Sci. 113: 310–321.
Basu, A., and A. Aydin. 2006. “Predicting uniaxial compressive strength by point load test: Significance of cone penetration.” Rock Mech. Rock Eng. 39 (5): 483–490.
Basu, A., N. Ghosh, and M. Das. 2012. “Categorizing weathering grades of quartzitic materials and assessing Brazilian tensile strength with reference to assigned grades.” Int. J. Rock Mech. Min. Sci. 49: 148–155.
Basu, A., and M. Kamran. 2010. “Point load test on schistose rocks and its applicability in predicting uniaxial compressive strength.” Int. J. Rock Mech. Min. Sci. 47 (5): 823–828.
Bieniawski, Z. T. 1973. “Engineering classification of jointed rock masses.” Civ. Eng. in S. Afr. 12 (15): 335–344.
Bieniawski, Z. T. 1975. “The point-load test in geotechnical practice.” Eng. Geol. 9: 1–11.
Bieniawski, Z. T. 1989. Engineering rock mass classifications: A complete manual for engineers and geologists in mining, civil and petroleum engineering. New York: John Wiley and Sons.
Broch, E., and J. A. Franklin. 1972. “The point-load strength test.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 9: 669–676.
Cai, M. 2010. “Practical estimates of tensile strength and Hoek–Brown strength parameter mi of brittle rocks.” Rock Mech. Rock Eng. 43 (2): 167–184.
Cargill, J. S., and A. Shakoor. 1990. “Evaluation of empirical methods for measuring the uniaxial compressive strength of rock.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 27 (6): 495–503.
Chau, K. T., and R. H. C. Wong. 1996. “Uniaxial compressive strength and point load strength of rocks.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 33 (2): 183–188.
China Geological Survey. n.d. “Basic geological database.” Geological Cloud of China Geological Survey. Accessed October 27, 2018. http://www.cgs.gov.cn/.
Çobanğlu, İ., and S. Çelik. 2008. “Estimation of uniaxial compressive strength from point load strength, Schmidt hardness and P-wave velocity.” Bull. Eng. Geol. Environ. 67 (4): 491–498.
D’Andrea, D. V., R. L. Fisher, and D. E. Fogelson. 1964. “Prediction of compression strength from other rock properties.” Colo. Sch. Min. Q. 59 (4b): 623–640.
Deere, D. U., and R. P. Miller. 1966. “Engineering classification and index properties for intact rock.” Tech Rep Air Force Weapons Lab, New Mexico, 65–116.
Fener, M., S. Kahraman, A. Bilgil, and O. Gunaydin. 2005. “A comparative evaluation of indirect methods to estimate the compressive strength of rocks.” Rock Mech. Rock Eng. 38 (4): 329–343.
Ghosh, D. K., and M. Srivastava. 1991. “Point-load strength: An index for classification of rock material.” Bull. Int. Assoc. Eng. Geol. 44 (1): 27–33.
Heidari, M., G. R. Khanlari, M. T. Kaveh, and S. Kargarian. 2012. “Predicting the uniaxial compressive and tensile strengths of gypsum rock by point load testing.” Rock Mech. Rock Eng. 45 (6): 265–273.
Hoek, E. 1977. “Rock mechanics laboratory testing in the context of a consulting engineering organization.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 14: 93–101.
Hoek, E. 1994. “Strength of rock and rock masses.” ISRM News J. 2 (2): 4–16.
Irfan, T. Y., and W. R. Dearman. 1978. “Engineering classification and index properties of a weathered granite.” Bull. Int. Assoc. Eng. Geol. 17: 79–90.
ISO (International Standard Origination). 2017. “Geotechnical investigation and testing–Identification, description and classification of rock.” ISO14689:2017. London: ISO.
ISRM (International Society for Rock Mechanics). 1978. “Suggested methods for determining tensile strength of rock materials.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 15: 99–103.
ISRM (International Society for Rock Mechanics). 1985. “Suggested method for determining point load strength.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 22 (2): 51–60.
Kahraman, S. 2001. “Evaluation of simple methods for assessing the uniaxial compressive strength of rock.” Int. J. Rock Mech. Min. Sci. 38 (7): 981–994.
Kahraman, S. 2014. “The determination of uniaxial compressive strength from point load strength for pyroclastic rocks.” Eng. Geol. 170 (7): 33–42.
Kahraman, S., and O. Gunaydin. 2009. “The effect of rock classes on the relation between uniaxial compressive strength and point load index.” Bull. Eng. Geol. Environ. 68 (3): 345–353.
Karaman, K., A. Kesimal, and H. Ersoy. 2015. “A comparative assessment of indirect methods for estimating the uniaxial compressive and tensile strength of rocks.” Arabian J. Geosci. 8 (4): 2393–2403.
Kılıç, A., and A. Teymen. 2008. “Determination of mechanical properties of rocks using simple methods.” Bull. Eng. Geol. Environ. 67: 237–244.
Kohnο, Μ., and H. Maeda. 2012. “Relationship between point load strength index and uniaxial compressive strength of hydrothermally altered soft rocks.” Int. J. Rock Mech. Min. Sci. 50: 147–157.
Kong, F., and J. Shang. 2018. “A validation study for the estimation of uniaxial compressive strength based on index tests.” Rock Mech. Rock Eng. 51 (7): 2289–2297.
Li, D., and L. N. Y. Wong. 2013. “Point load test on meta-sedimentary rocks and correlation to UCS and BTS.” Rock Mech. Rock Eng. 46 (4): 889–896.
Li, H., J. Li, B. Liu, J. Li, S. Li, and X. Xia. 2013. “Direct tension test for rock material under different strain rates at quasi-static loads.” Rock Mech. Rock Eng. 46 (5): 1247–1254.
Liu, J., L. Chen, C. Wang, K. Man, L. Wang, J. Wang, and R. Su. 2014. “Characterizing the mechanical tensile behavior of Beishan granite with different experimental methods.” Int. J. Rock Mech. Min. Sci. 69: 50–58.
Liu, Q., Y. Zhao, and X. Zhang. 2019. “Case study: Using the point load test to estimate rock strength of tunnels constructed by a tunnel boring machine.” Bull. Eng. Geol. Environ. 78: 1727–1734.
Mishra, D. A., and A. Basu. 2012. “Use of the block punch test to predict the compressive and tensile strengths of rocks.” Int. J. Rock Mech. Min. Sci. 51: 119–127.
Mishra, D. A., and A. Basu. 2013. “Estimation of uniaxial compressive strength of rock materials by index tests using regression analysis and fuzzy inference system.” Eng. Geol. 160 (12): 54–68.
Mohamad, E. T., D. J. Armaghani, E. Momeni, and S. V. A. N. K. Abad. 2015. “Prediction of the unconfined compressive strength of soft rocks: A PSO-based ANN approach.” Bull. Eng. Geol. Environ. 74 (3): 745–757.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 2013. “Standard for Test Methods of Engineering Rock Mass.” [In Chinese.] GB/T 50266-2013. Beijing: MOHURD.
MOHURD (Ministry of Housing and Urban-Rural Development of the People’s Republic of China). 2014. “Standard for Engineering Classification of Rock Masses.” [In Chinese.] GB/T50218–2014. Beijing: MOHURD.
Origin Lab. 2018. “Regression and curve fitting-interpreting regression results.” Accessed October 11, 2018. https://www.originlab.com/doc/Origin-Help/Interpret-Regression-Result#Prob.3EF.
Palchik, V., and Y. H. Hatzor. 2004. “The influence of porosity on tensile and compressive strength of porous chalks.” Rock Mech. Rock Eng. 37 (4): 331–341.
Palmstrøm, A. 1996. “Characterizing rock masses by the RMi for use in practical rock engineering: Part 1: The development of the rock mass index (RMi).” Tunn. Undergr. Space. Technol. 11 (2): 175–188.
Shang, J., J. Hu, K. Zhou, X. Luo, and M. M. Aliyu. 2015. “Porosity increment and strength degradation of low-porosity sedimentary rocks under different loading conditions.” Int. J. Rock Mech. Min. Sci. 75: 216–223.
Singh, T. N., A. Kainthola, and A. Venkatesh. 2012. “Correlation between point load index and uniaxial compressive strength for different rock types.” Rock Mech. Rock Eng. 45 (2): 259–264.
Smith, H. J. 1997. “The point load test for weak rock in dredging applications.” Int. J. Rock Mech. Min. Sci. 34 (3–4): 295.e1–295.e13.
Tandon, R. S., and V. Gupta. 2015. “Estimation of strength characteristics of different Himalayan rocks from Schmidt hammer rebound, point load index, and compressional wave velocity.” Bull. Eng. Geol. Environ. 74 (2): 521–533.
Tsiambaos, G., and N. Sabatakakis. 2004. “Considerations on strength of intact sedimentary rocks.” Eng. Geol. 72 (3–4): 261–273.
Tuğrul, A., and I. H. Zarif. 1999. “Correlation of mineralogical and textural characteristics with engineering properties of selected granitic rocks from Turkey.” Eng. Geol. 51 (4): 303–317.
Yesiloglu-Gultekin, N., C. Gokceoglu, and E. A. Sezer. 2013. “Prediction of uniaxial compressive strength of granitic rocks by various nonlinear tools and comparison of their performances.” Int. J. Rock Mech. Min. Sci. 62: 113–122.
Yilmaz, I. 2010. “Use of the core strangle test for tensile strength estimation and rock mass classification.” Int. J. Rock Mech. Min. Sci. 47 (5): 845–850.
Yilmaz, I., and G. Yuksek. 2009. “Prediction of the strength and elasticity modulus of gypsum using multiple regression, ANN, and ANFIS models.” Int. J. Rock Mech. Min. Sci. 46 (4): 803–810.
Yin, J., R. H. C. Wong, W. K. T. Chau, J. Laib, and G. Zhao. 2017. “Point load strength index of granitic irregular lumps: Size correction and correlation with uniaxial compressive strength.” Tunn. Undergr. Space. Technol. 70: 388–399.
Zhang, Q., X. Huang, H. Zhu, and J. Li. 2019. “Quantitative assessments of the correlations between rock mass rating (RMR) and geological strength index (GSI).” Tunn. Undergr. Space. Technol. 83: 73–81.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 5May 2020

History

Received: Feb 18, 2019
Accepted: Sep 19, 2019
Published online: Mar 16, 2020
Published in print: May 1, 2020
Discussion open until: Aug 17, 2020

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Authors

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Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China (corresponding author). E-mail: [email protected]
Fanmeng Kong [email protected]
Ph.D. student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China. E-mail: [email protected]
Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China. E-mail: [email protected]
Lewen Zhang [email protected]
Professor, Institute of Marine Science and Technology, Shandong Univ., Qingdao 266237, China. E-mail: [email protected]
Binghua Zhou [email protected]
Master student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China. E-mail: [email protected]
Guangkun Li [email protected]
Master student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China. E-mail: [email protected]
Huimin Gong [email protected]
Master student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China. E-mail: [email protected]

Funding Information

National Natural Science Foundation of Chinahttp://dx.doi.org/10.13039/501100001809: 51309144, 51379112, 51422904, 40902084, 41772298
Natural Science Foundation of Jilin Provincehttp://dx.doi.org/10.13039/100007847: 41877239
State Key Development Program for Basic Research of China: 2013CB036002
Natural Shandong Provincial Natural Science Foundation: JQ201513

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