Abstract
Anchors constitute a common form of structural support in geotechnical engineering. Precise identification of ultra-early-stage (UES) anchoring quality is crucial to ensure the integrity of the secondary lining. To address grout defects in the UES of anchors, a calculation method for UES anchor wave velocity was introduced. Indoor experiments and numerical simulations were conducted for non-destructive testing (NDT) of anchors in the UES, analyzing time-domain waveform characteristics and wave velocity variations. A method for identifying grout defects in the UES of anchors was proposed. The results indicate that the proposed wave velocity calculation method offers a more precise estimation of UES wave velocity for anchors compared to the traditional approach. This enhancement enables a more precise evaluation of the development of solid phases in the anchoring medium. As the solid phase develops, the wave velocity and first wave amplitude of the anchor gradually decline, while the response time of the bottom reflection increases. Grout defects lead to amplified amplitudes in both time-domain and frequency-domain signals, accompanied by a heightened occurrence of peaks in the frequency domain. The waveform distortion region before the bottom reflection is caused by grout defects. In the time-domain signals of defective anchors, a waveform distortion region is observed before the bottom reflection. By assessing the magnitude of the absolute value of the ratio between the amplitude of characteristic reflection points within the distortion region and the amplitude of the first wave, effective identification of grout defects in the UES of anchors can be accomplished.
REFERENCES
Wang, Q., Wang, H.-T., Pan, R., Li, S.-C., He, M.-C., Jiang, B., Qin, Q., Zhang, C., and Xu, Y.-D., Mechanical effect analysis and comparative site tests on surrounding rock with different bolt anchoring lengths and pre-tightening forces, Geotech. Geol. Eng., 2019, vol. 37, pp. 1195–1209.
Kang, H.-P, Yang, J.-H, Gao, F.-Q, and Li, J.-Z, Experimental study on the mechanical behavior of rock bolts subjected to complex static and dynamic loads, Rock Mech. Rock Eng., 2020, vol. 53, pp. 1–12.
Muhammad, S. and Akira, H., Latin hypercube sensitivity analysis and non-destructive test to evaluate the pull-out strength of steel anchor bolts embedded in concrete, Constr. Build. Mater., 2021, vol. 290, p. 123256.
Guanpin, R., Huan, Z., Zi, L.-Q., Wei, J., Ru, L., and Shuang, L., Evaluation of axial preload in different-frequency smart bolts by laser ultrasound, Sensors, 2022, vol. 22, pp. 8665–8665.
Liu, L., Li, S., Jiang, X., and Tao, F., A new two-sensor non-destructive testing method of grouted rock bolts, Constr. Build. Mater., 2021, vol. 317, p. 125919.
Rong, X.-Y., Lin, P.-Y., Liu, J.-Y., and Yang, T.-H., A new approach of waveform interpretation applied in nondestructive testing of defects in rock bolts based on mode identification, Math. Probl. Eng., 2017, vol. 2017, p. 7920649.
Sun, X.-Y., Cheng, L.-J, Wang, S.-Y, and Zhang, D.-F., Numerical simulation of the rock bolts NDT based on ANSYS, Appl. Mech. Mater., 2011, vol. 1446, pp. 738–743.
Wu, R., Xu, J.-H., Li, C., Zhou, B.-J., Ma, Q.-Q, and Wang, Z.-L, Stress wave propagation in supporting bolts: A test for bolt support quality, Int. J. Min. Sci. Technol., 2012, vol. 22, pp. 567–571.
He, W., Zhao, K., Cheng, W., Li, Y., Zhang, C.-S., and Wang, Y.-X., Guided wave nondestructive inspection of grouted rock bolts: experiment and numerical simulation, Adv. Mater. Res., 2011, vols. 361–363, pp. 108–115.
Andrzej, S., Technical problems and nondestructive testing of rock bolt support systems in mines, Int. J. Coal Sci. Technol., 2023, vol. 10, p. 6.
Li, C., Gao, G.-Z., and Wang, Y.-S., Application of Hilbert instantaneous spectrum on improved bolt anchoring quality detection, Eng. Rep., 2022, vol. 4, p. e12581.
Li, Z., Yu, J.-G., Zhang, X.-M., and Elmaimouni, L., Study on propagation characteristics of ultrasonic guided wave and detection of the defect in resin bolts, Appl. Acoust., 2022, vol. 195, pp. 108–115.
Zhang, L., Huang, Z.-M., Bai, L., Ma, Z.-G., and Zhang, L., Study on the relationship between bolt anchoring defects and complexity of nondestructive testing signal, Russ. J. Nondestr. Test., 2022, vol. 57, pp. 987–999.
Mumand, F., Nagai, Y., and Shigeishi, M., SIBIE application to detecting void at post-installed adhesive anchor in concrete, Constr. Build. Mater., 2020, vol. 272, p. 121916.
Tadeusz, S., Novel instrument for inspecting rock bolt integrity using ultrasonic guided waves, Measurement, 2021, vol. 177, p. 109271.
Yang, H., Yu, W., Pan, L., Jing, T., Yi, T., and Guan, H., Non-destructive inspection on anchorage defect of hollow grouted rock bolt using wavelet transform analysis, EURASIP J. Image Video Process., 2018, vol. 2018, pp. 1–12.
Sun, X.-Y., Zheng, H.-Q., Wang, Z.-Y., Bian, J.-P., Xing, H., and Wang, M.-M., Non-destructive test method of rock bolt based on D-S evidence and spectral kurtosis, Int. J. Comput. Appl. Technol., 2018, vol. 57, pp. 167–176.
Luo, M.-Z., Li, W.-J., Wang, J.-M., Wang, N., Chen, X.-M., and Song, G.-B., Development of a novel guided wave generation system using a giant magnetostrictive actuator for nondestructive evaluation, Sensors, 2018, vol. 18, p. 779.
Song, C.-W., Kim, Y.-J., Cho, C.-B., Chin, W.-J., and Park, K.-Y., Estimation on embedment length of anchor bolt inside concrete using equation for arrival time and shortest time path of ultrasonic pulse, Appl. Sci.-Basel, 2020, vol. 10, p. 2020.
Saleem, M., Assessing the load carrying capacity of concrete anchor bolts using non-destructive tests and artificial multilayer neural network, J. Build. Eng., 2020, vol. 30, p. 101260.
Saleem, M., Evaluating the pull-out load capacity of steel bolt using Schmidt hammer and ultrasonic pulse velocity test, Struct. Eng. Mech., 2018, vol. 65, pp. 601–609.
Wu, Y., Yang, H., Jing, T., Yi, T., and Xu, D., NDT on anchorage quality of hollow grouted rock bolt for application in tunneling, lessons learned from their uses in coal mines, Tunnelling Underground Space Technol., 2019, vol. 93, p. 103094.
Shi, Z.-M., Liu, L., Peng, M., Liu, C.-C., Tao, F.-J., and Liu, C.-S., NDT of full-length bonded rock bolts based on HHT signal analysis, J. Appl. Geophys., 2018, vol. 151, pp. 47–65.
Pan, Q.-X., Liu, S., Li, X., and Xu, C.-G., Characteristic Evaluation on Bolt Stress by ultrasonic nondestructive methods, Adv. Mater. Sci. Eng., 2015, vol. 2015, pp. 1–6.
Sun, B., Zeng, S., Guo, S.-S., and Yang, C., Variation characteristics of stress wave speed for anchorage system under instantaneous excitation, Geotech. Geol. Eng., 2015, vol. 33, pp. 751–757.
Li, C.-M., Gao, X., Feng, R.-M., Xia, X., Qi, C., Chen, X., Zhang, Z.-R., Bai, J.-K., and Nie, B.-C., Characterization of deformation of bolts and induced stress wave propagation under axial tensile stress, Appl. Sci., 2023, vol. 13, p. 2827.
Li, C.-M., Xia, X., Feng, R.-M., Gao, X., Chen, X., Lei, G., Bai, J.-K., Nie, B.-C., Zhang, Z.-G., and Zhang, B.-Y., Experimental study of the effect of axial load on stress wave characteristics of rock bolts using a NDT method, Sustainability, 2022, vol. 14, pp. 9773.
Krzysztof, L., Ireneusz, D., Paweł, G., Krzysztof, S., Waldemar, K., and Krzysztof, Z., Nondestructive acoustical rock bolt testing system with intelligent filtering in salt mine ‘Wieliczka,’ Energies, 2021, vol. 14, p. 5522.
Voznesenskii, A-.S., Krasilov, M.-N., Kutkin, Y.-O., and Koryakin, V.-V., On the evaluation of rock integrity around mine workings with anchorage by the shock-spectral method, Int. J. Fatigue, 2018, vol. 113, pp. 438–444.
Zhang, H.-Q., Miao, X.-X., Zhang, G.-M., Wu, Y., and Chen, Y.-L., NDT and pre-warning analysis on the quality of bolt support in deep roadways of mining districts, Int. J. Min. Sci. Technol., 2017, vol. 27, pp. 989–998.
Zeng, S., Zhang, J., Sun, B., and Ma, A.-Y., On the characteristics of the dynamic waveform and the change of stress wave propagation velocity in soil anchors, J. Eng. Technol. Sci., 2015, vol. 47, pp. 623–632.
Seo, D.-W., Kim, J.-W., and Park, S.-K., An experimental study on defect detection of anchor bolts using NDT techniques, Materials (Basel, Switzerland), 2023, vol. 16, p. 2023.
Biraj, L. and Moe, M., Review of nondestructive methods for rock bolts condition evaluation, Mining, 2023, vol. 3, pp. 106–120.
Shoji, M., Ultrasonic guided wave inspection of anchor rods embedded in soil, J. Nondestr. Eval., 2019, vol. 38, pp. 1–12.
Gawin, D., Pesavento, F., and Schrefler, B.-A., Hygro-thermo-chemo-mechanical modelling of concrete at early ages and beyond. Part I: Hydration and hygro-thermal phenomena, Int. J. Numer. Methods Eng., 2006, vol. 67, pp. 299–331.
Zhang, L.-F., Qian, X.-Q., Lai, J.-Y., Qian, K.-L., and Fang, M.-H., Effect of different wind speeds and sealed curing time on early-age shrinkage of cement paste, Constr. Build. Mater., 2020, vol. 255, p. 119366.
Bai, X.-Y., Zhang, M.-Y., Kuang, Z., Wang, Y.-H., and Yan, N., Analysis on pullout behaviors of full-bonding glass fiber reinforced polymer anti-floating anchor, J. Cent. South Univ. (Sci. Technol.), 2019, vol. 50, pp. 1991–2000.
Kang, H.-P., Seventy years development and prospects of strata control technologies for coal mine roadways in China, Chin. J. Rock Mech. Eng., 2021, vol. 40, pp. 1–30.
Liu, L.-L., Zhu, J., Zhang, S.-H., and Sun, P.-H., Nondestructive detection of anchor defects using ultrasonic guided wave and ICEEMDAN method, Earth Sci., 2022, vol. 2022, pp. 1–17.
Boz, U. and Basdogan, I., IIR filtering based adaptive active vibration control methodology with online secondary path modeling using PZT actuators, Smart Mater. Struct., 2015, vol. 24, p. 125001.
Funding
This work was supported by the National Natural Science Foundation for Young Scientists of China (Grant no. 51204098), the Natural Science Foundation of Hunan (2021JJ30575). The authors are very grateful for the financial contributions and convey their appreciation to the organizations for supporting this basic research.
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Bing Sun: conceptualization, methodology, supervision. Cong Zhu: experiment, software, writing-original draft, writing-editing. Junhui Zou: investigation, data graph processing. Shanyong Wang: investigation, experiment. Sheng Zeng: visualization, writing-original draft, writing-review.
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Sun, B., Zhu, C., Zou, J. et al. Method for Identifying the Grout Defects of the Anchors at Ultra-Early-Stage Based on Time-Domain Waveform Characteristic Reflection Points. Russ J Nondestruct Test 59, 1223–1240 (2023). https://doi.org/10.1134/S106183092360079X
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DOI: https://doi.org/10.1134/S106183092360079X