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Study on the Strength Characteristics of Columnar Jointed Basalt with a True Triaxial Apparatus at the Baihetan Hydropower Station

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Abstract

Columnar jointed basalt is widely distributed in the dam foundation and underground cavern of the Baihetan hydropower station, in which columnar jointing and microfractures are developed, the integrity of the rock mass is poor, and the material easily relaxes after excavation. Therefore, it is important to obtain the real mechanical parameters of columnar jointed basalt in rock mechanics problems. In the test cave at the dam site, six in situ samples with a size of 50 cm × 50 cm × 100 cm were successfully made, and in situ true triaxial test were carried out. This paper presents a method for obtaining the strength parameters of the Mohr–Coulomb criterion and Hoek–Brown criterion by true triaxial testing. The peak strength parameters under three states and yield strength parameters under one state were obtained by setting various stress paths for the undisturbed samples and failure samples. The strength characteristics of columnar joint basalt and the crack characteristics of the specimens are analyzed, and the results of the triaxial test and direct shear test are compared. By means of acoustic emission (AE) techniques and surface crack descriptions, the failure process and failure pattern of the samples were obtained. The abundant test results provide strong support for the selection of engineering rock mechanics parameters.

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References

  • Alshkane YM, Marshall AM, Stace LR (2017) Prediction of strength and deformability of an interlocked blocky rock mass using UDEC. J Rock Mech Geotech Eng 9(3):531–542

    Article  Google Scholar 

  • Asadi M, Bagheripour MH (2014) Numerical and intelligent modeling of triaxial strength of anisotropic jointed rock specimens. Earth Sci Inform 7(3):165–172

    Article  Google Scholar 

  • Chong WL, Haque A, Gamage RP, Shahinuzzaman A (2013) Modelling of intact and jointed mudstone samples under uniaxial and triaxial compression. Arab J Geosci 6(5):1639–1646

    Article  Google Scholar 

  • Diamantis K, Migiros G (2019) Estimating the rock mass properties of ultramafic rocks in central Greece using the triaxial tests of intact rock and the geological strength index. Geotech Geol Eng 37(3):1839–1858

    Article  Google Scholar 

  • Fan Q, Feng XT, Weng WL, Fan YL, Jiang Q (2017) Unloading performances and stabilizing practices for columnar jointed basalt: a case study of Baihetan hydropower station. J Rock Mech Geotech Eng 9:1041–1053

    Article  Google Scholar 

  • Fan QX, Wang ZL, Xu JR, Zhou MX, Jiang Q, Li G (2018) Study on deformation and control measures of columnar jointed basalt for Baihetan super-high dam foundation. Rock Mech Rock Eng 51:2569–2595

    Article  Google Scholar 

  • Jia CJ, Xu WY, Wang RB, Wang SS, Lin ZN (2018) Experimental investigation on shear creep properties of undisturbed rock discontinuity in Baihetan Hydropower Station. Int J Rock Mech Min 104:27–33

    Article  Google Scholar 

  • Jiang Q, Feng XT, Hatzor YH, Hao XJ, Li SJ (2014) Mechanical anisotropy of columnar jointed basalts: an example from the Baihetan hydropower station, China. Eng Geol 175:35–45

    Article  Google Scholar 

  • Jin CY, Yang CX, Fang D, Xu S (2015a) Study on the failure mechanism of basalts with columnar joints in the unloading process on the basis of an experimental cavity. Rock Mech Rock Eng 48:1275–1288

    Article  Google Scholar 

  • Jin CY, Yang CX, Fang D, Xu S (2015b) Study on the failure mechanism of basalts withcolumnar joints in the unloading process on the basis of an experimental cavity. Rock Mech Rock Eng 48(3):1275–1288

    Article  Google Scholar 

  • Kultilake PHSW, He W, Um J, Wang H (1997) A physical model study of jointed rock masses strength under uniaxial compressive loading. Int J Rock Mech Min 34(3–4):No.165

    Google Scholar 

  • Li DW, Yang X, Chen JH (2017) A study of triaxial creep test and yield criterion of artificial frozen soil under unloading stress paths. Cold Reg Sci Technol 141:163–170

    Article  Google Scholar 

  • Li B, Li T, Xu NW, Dai F, Chen WF, Tan YS (2018a) Stability assessment of the left bank slope of the Baihetan hydropower station, southwest China. Int J Rock Mech Min 104:34–44

    Article  Google Scholar 

  • Li ZN, Xu WY, Wang W, Wang HL, Wang RB, Ji H, Zhang JC (2018b) Determination of strength and deformation properties of columnar jointed rock mass using physical model tests. KSCE J Civ Eng 22(9):3302–3311

    Article  Google Scholar 

  • Okada T, Tani K, Ootsu H, Toyooka Y et al (2006) Development of in-situ triaxial test for rock masses (Part 2). CRIEPI Report N05049

  • Oliveira DAF, Indraratna B (2010) Comparison between models of rock discontinuity strength and deformation. J Geotech Geoenviron 136(6):864–874

    Article  Google Scholar 

  • Shi AC, Tang MF, Zhou QJ (2008) Research of deformation characteristics of columnar jointed basalt at Baihetan hydropower station on Jinsha river. Chin J Rock Mechan Eng 27(10):2079–2086 (in Chinese)

    Google Scholar 

  • Sinha UN, Singh B (2000) Testing of rock joints filled with gouge using a triaxial apparatus. Int J Rock Mech Min 37(6):963–981

    Article  Google Scholar 

  • Vergara MR, Kudella P, Triantafyllidis T (2015) Large scale tests on jointed and bedded rocks under multi-stage triaxial compression and direct shear. Rock Mech Rock Eng 48:75–92

    Article  Google Scholar 

  • Verma AK, Singh TN (2009) Modeling of a jointed rock mass under triaxial conditions. Arab J Geosci 3(1):91–103

    Article  Google Scholar 

  • Wang T, Xu DP, Elsworth D, Zhou WB (2016) Distinct element modeling of strength variation in jointed rock masses under uniaxial compression. Geomech Geophy Geo-Energ Geo-Resour 2:11–24

    Article  Google Scholar 

  • Wong LNY, Li DY, Liu G (2013) Experimental studies on permeability of intact and singly jointed meta-sedimentary rocks under confining pressure. Rock Mech Rock Eng 46(1):107–121

    Article  Google Scholar 

  • Xue XH, Xiao M (2017) Deformation evaluation on surrounding rocks of underground caverns based on PSO-LSSVM. Tunn Undergr Tech 69:17–181

    Google Scholar 

  • Yu J, Chen X, Cai YY, Li H (2016) Triaxial test research on mechanical properties and permeability of sandstone with a single joint filled with gypsum. KSCE J Civ Eng 20(6):2243–2252

    Article  Google Scholar 

  • Zhou Y, Wu SC, Gao YT, Misra A (2014) Macro and meso analysis of jointed rock mass triaxial compression test by using equivalent rock mass (ERM) technique. J Cent South Univ T 3(21):1125–1135

    Article  Google Scholar 

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Acknowledgements

This study was supported by the National Key R & D Program of China (Grant No. 2017YFC1501000) and the State Key Laboratory of Geohazard Prevention and Geoenvironment Protection Independent Research Project (Grant No. SKLGP2019Z007).

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Correspondence to Yufeng Wei.

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Shi, A., Wei, Y., Zhang, Y. et al. Study on the Strength Characteristics of Columnar Jointed Basalt with a True Triaxial Apparatus at the Baihetan Hydropower Station. Rock Mech Rock Eng 53, 4947–4965 (2020). https://doi.org/10.1007/s00603-020-02195-z

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