Abstract
With the continuous development of underground engineering to the deep, complex geologic conditions such as high stress, extremely soft rock and fault fracture zone usually occurred in the construction process. The accurate calculation of confined concrete arch bearing capacity is the key to support design. At present, the theoretical value of the bearing capacity for the confined concrete arch is oppositely deduced according to the axial compression bearing capacity of basic component, and the bending moment effect of surrounding rock on arch is neglected. It does not consider the structural characteristics of inconsistent stiffness between the arch joints and segments. To obtain accurate calculation results, a theoretical calculation model of arch with arbitrary section numbers and unequal stiffness is established. By the full-scale laboratory and numerical tests, the deformation and failure characteristics of the confined concrete arch are analyzed. The results show that the vault position, bottom position and waist position are the key failure positions of the arch. The difference rates of theoretical calculation results compared with laboratory test results of ultimate bearing capacity are within 5%, which verifies the rationality and correctness of theoretical calculation model. On the basis of the above research, the support design method of confined concrete arch is proposed. The support parameters of on-site confined concrete arch are designed based on the engineering background of the typical deep mine with high stress—Liangjia coal mine located in China. The surrounding rock of the roadway is stably controlled.
Similar content being viewed by others
Data availability
The data that support the findings of this manuscript are available from the corresponding author.
References
Cai SH (2007) Modern steel tube concrete structures. China Communications Press, Beijing
Chen ZQ, He C, Xu GW, Ma GY, Yang WB (2019) Supporting mechanism and mechanical behavior of a double primary support method for tunnels in broken phyllite under high geo-stress: a case study. Bull Eng Geol Environ 78(7):5253–5267. https://doi.org/10.1007/s10064-019-01479-1
Chen XQ, Liu J, Meng XL, Zhang WZ, Huang Y, Wang HJ, Zhou FJ, Li YB, Li LK, Wang K, Qiu SL (2023) Research on the characteristics of in-situ stress field and rock burst risk in eastern Qinling (in Chinese). J Railw Eng Res Soc 40(02):1–5+77
Gao YF, Wang B, Wang J, Li B, Xing F, Wang ZG, Jin TL (2010) Test on structural property and application of concrete-filed steel tube support of deep mine and soft rock roadway (in Chinese). Chin J Rock Mech Eng 29(S1):2604–2609
Gu SC, Liu HD (2009) Research on the application of steel pipe concrete arch frame in subway tunnels (in Chinese). Railw Eng 12:56–60
Han LH (2004) Flexural behaviour of concrete-filled steel tubes. J Constr Steel Res 60(2):313–337. https://doi.org/10.1016/j.jcsr.2003.08.009
Han LH (2016) Concrete filled steel tube structure: theory and practice. Science Press, Beijing
Han X, Fernando D, Han B (2020) Numerical modelling of the in-plane behaviour of concrete-filled circular steel tubular arches. Constr Build Mater 264:120693. https://doi.org/10.1016/j.conbuildmat.2020.120693
Hao J, Li XL, Song YC, Zhang PZ, Liu HJ (2021) Analysis of mining roadway with large deformation of broken soft coal and research on supporting technology: a case study in Xin’an coal mine, China. Eng Fail Anal 130:105761. https://doi.org/10.1016/j.engfailanal.2021.105761
Huang WP, Yuan Q, Tan YL, Wang J, Liu GL, Qu GL, Li C (2018) An innovative support technology employing a concrete-filled steel tubular structure for a 1000-m-deep roadway in a high in situ stress field. Tunn Undergr Space Technol 73:26–36. https://doi.org/10.1016/j.tust.2017.11.007
Huang DM, Liu ZZ, Liu P, Lu YY, Li S (2022) Research on eccentric compressive behavior of steel fiber reinforced recycled concrete-filled GFRP tube columns. Compos Struct 301:116179. https://doi.org/10.1016/j.compstruct.2022.116179
Jafari M, Shahsavari M, Grabinsky M (2020) Experimental study of the behavior of cemented paste backfill under high isotropic compression. J Geotech Geoenviron 146(11):06020019. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002383
Jiang B, Qin Q, Wang Q, Li SC, Yu HC (2019) Study on mechanical properties and influencing factors of confined concrete arch in underground engineering with complex conditions. Arab J Geosci 12:662. https://doi.org/10.1007/s12517-019-4786-1A
Jiang B, Ma FL, Wang Q, Gao H, Zhai DH, Deng YS, Xu CJ, Yao LD (2023a) Drilling-based measuring method for the c-u parameter of rock and its field application. Int J Min Sci Tech. https://doi.org/10.1016/j.ijmst.2023.06.005
Jiang B, Xin ZX, Zhang XF, Deng YS, Wang MZ, Li SD, Ren WT (2023b) Mechanical properties and influence mechanism of confined concrete arches in high-stress tunnels. Int J Min Sci Technol 33(7):829–841. https://doi.org/10.1016/j.ijmst.2023.03.008
Jiao YY, Song L, Wang XZ, Adoko AC (2012) Improvement of the U-shaped steel sets for supporting the roadways in loose thick coal seam. Int J Rock Mech Min Sci 60:19–25. https://doi.org/10.1016/j.ijrmms.2012.12.038
Jin L, Fan LL, Li P, Du XL (2019) Size effect of axial-loaded concrete-filled steel tubular columns with different confinement coefficients. Eng Struct 198:109503. https://doi.org/10.1016/j.engstruct.2019.109503
John AH, John PH (2005) Engineering rock mechanics (Part I: an introduction to the principles). Elsevier Ltd, London
Lu W, Wang Q, Jiang B, Xu S, Liu BH, Zhang P, Jiang ZH (2019) Comparative study on bearing mechanism and design parameters of confined concrete arch joints in deep soft rock roadway. Int J Coal Sci 6(4):493–504. https://doi.org/10.1007/s40789-019-00272-5
Lv JK, Wan ZJ, Zhang Y, Wang JH, Yan WZ, Xiong LC (2022) Effect of multi-factor dynamic loading on gob-side entry driving during longwall face extraction: a case study. Bull Eng Geol Environ 81(10):409. https://doi.org/10.1007/s10064-022-02880-z
Perazzelli P, Anagnostou G (2017) Analysis method and design charts for bolt reinforcement of the tunnel face in purely cohesive soils. J Geotech Geoenviron 143(9):04017046. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001702
Shen QH, Wang JF, Wang WQ, Wang ZB (2018) Performance and design of eccentrically-loaded concrete-filled round-ended elliptical hollow section stub columns. J Constr Steel Res 150:99–114. https://doi.org/10.1016/j.jcsr.2018.07.025
Tan XJ, Chen WZ, Liu HY, Chan AHC, Tian HM, Meng XJ, Wang FQ, Deng XL (2017) A combined supporting system based on foamed concrete and U-shaped steel for underground coal mine roadways undergoing large deformations. Tunn Undergr Space Technol 68:196–210. https://doi.org/10.1016/j.tust.2017.05.023
Wang Q, Li WT, Li SC, Jiang B, Ruan GQ, Wang DC, Zhang SG, Liu WJ, Shao X (2015) Field test study on mechanical properties of U-type confined concrete arch centering and support system in deep roadway (in Chinese). J Cent South Univ (sci Technol) 46(6):2250–2260. https://doi.org/10.11817/j.issn.1672-7207.2015.06
Wang Q, Jiang B, Li Y, Shao X, Wang FQ, Li SC, Zhang SG, Ruan GQ (2017) Mechanical behaviors analysis on a square steel-confined-concrete arch centering and its engineering application in a mining project. Eur J Environ Civ Eng 21(4):389–411. https://doi.org/10.1080/19648189.2015.1124809
Wang Q, Jiang ZH, Jiang B, He MC, Yang J, Xue HJ (2023) Ground control method of using roof cutting pressure release and energy-absorbing reinforcement for roadway with extra-thick hard roof. Rock Mech Rock Eng 56(10):7197–7215. https://doi.org/10.1007/s00603-023-03461-6
Wei JJ, Jiang BS (2013) Experimental study on structural property of contractible concrete-filled steel tube support (in Chinese). J Min Saf Eng 30(6):805–811
Yu JD, Bae MH, Lee IM, Lee JS (2013) Nongrouted ratio evaluation of rock bolts by reflection of guided ultrasonic waves. J Geotech Geoenviron 139(2):298–307. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000767
Zhang Q, Fu L, Xu L (2020a) An efficient approach for numerical simulation of concrete-filled round-ended steel tubes. J Constr Steel Res 170:106086. https://doi.org/10.1016/j.jcsr.2020.106086
Zhang XN, Zhang Y, Shan RL, Zhang Z (2020b) Application on bending performance of annular concrete-filled steel tube stent. J Constr Steel Res 168:105984. https://doi.org/10.1016/j.jcsr.2020.105984
Acknowledgements
This work was supported by the National Key Research and Development Program of China (Grant No. 2023YFC2907600); the National Natural Science Foundation of China (Grant Nos. 42277174, 42077267 and 52074164); the Natural Science Foundation of Shandong Province, China (Grant No. ZR2020JQ23); the Project of Shandong Province Higher Educational Youth Innovation Science and Technology Program, China (Grant No. 2019KJG013); and the opening project of State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology (Grant No. KFJJ21-02Z).
Author information
Authors and Affiliations
Contributions
All authors in this research article contributed very well related to their relevant parts.
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interest to this work.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Jiang, B., Wang, M., Wang, Q. et al. Theoretical study of bearing capacity calculation model for multi-segment confined concrete arch and design method in underground engineering. Environ Earth Sci 83, 203 (2024). https://doi.org/10.1007/s12665-024-11499-0
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12665-024-11499-0