PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Load transfer law and bearing capacity of the anchorage interface based on a three-stage model

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The shear stress constitutive equation of an anchorage interface element is established based on a three-stage model, and the expressions for the interface shear stress and axial force distribution evolution during the whole process of anchor drawing are derived theoretically. The parameters of the interface model are given through anchor pull-out tests. Then, the load transfer law and the bearing performance of the anchorage interface under different anchoring agents are calculated and analyzed. The calculation method of the ultimate bearing capacity of the anchorage interface is verified by supplementary tests, which can provide theoretical guidance for the bolt support design.
Rocznik
Strony
151--164
Opis fizyczny
Bibliogr. 22 poz., rys., tab.
Twórcy
autor
  • College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, China
autor
  • College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, China
autor
  • College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, China
  • State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao, China
autor
  • College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, China
  • State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao, China
autor
  • College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, China
  • State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao, China
autor
  • College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, China
  • State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao, China
Bibliografia
  • 1. Cai Y., Esaki T., Jiang Y.J., 2004, A rock bolt and rock mass interaction model, International Journal of Rock Mechanics and Mining Sciences, 41, 7, 1055-1067
  • 2. Cao C., Ren T., Cook C., 2014, Introducing aggregate into grouting material and its influence on load transfer of the rockbolting system, International Journal of Mining Science and Technology, 24, 3, 325-328
  • 3. Chen J.H., He F.L., Zhang S.B., 2020, A study of the load transfer behavior of fully grouted rock bolts with analytical modelling, International Journal of Mining Science and Technology, 30, 1, 105-109
  • 4. Chen J.H., Li D.Q., 2022, Numerical simulation of fully encapsulated rock bolts with a tri-linear constitutive relation, Tunnelling and Underground Space Technology, 120, 104265.
  • 5. Chen J.H., Liu P., Zhao H.B., Zhang C., Zhang J., 2021, Analytical studying the axial performance of fully encapsulated rock bolts, Engineering Failure Analysis, 128, 105580
  • 6. Du Y.L., Feng G.R., Kang H.P., Zhang Y.J., Zhang X.H., 2021, Effects of different pullout loading rates on mechanical behaviors and acoustic emission responses of fully grouted bolts, Journal of Central South University, 28,
  • 7, 2052-2066 7. Fan J.Q., Shi X.Y., Kong F.L., Guo J.Q., 2021, Calculation method of the effective anchorage length of anchorage structures based on analysis of the ultimate bearing capacity, Geotechnical and Geological Engineering, 39, 6, 4205-4212
  • 8. Holý O., 2017, Evaluation of many load tests of passive rock bolts in the Czech Republic, Geoscience Engineering, 63, 1, 1-7
  • 9. Huang M.H., Zhao M.H., Chen C.F., 2019, Study of the mechanical features of the bolts under tension based on the nonlinear bond-slip model (in Chinese), Journal of Safety and Environment, 19, 4, 1196-1203
  • 10. Høien A.H., Li C.C., Zhang N., 2021, Pull-out and critical embedment length of grouted rebar rock bolts-mechanisms when approaching and reaching the ultimate load, Rock Mechanics and Rock Engineering, 54, 1431-1447
  • 11. Kilic A., Yasar E., Celik A.G., 2002, Effect of grout properties on the pull-out load capacity of fully-grouted rock bolt, Tunnelling and Underground Space Technology, 17, 4, 355-362
  • 12. Li C.C., 2010, Field observations of rock bolts in high stress rock masses, Rock Mechanics and Rock Engineering, 43, 4, 491-496
  • 13. Liu X.H., Yao Z.S., Xue W.P., Wang X.S., Huang X.W., 2021, Experimental study of the failure mechanism of the anchorage interface under different surrounding rock strengths and ambient temperatures, Advances in Civil Engineering, 2021, 1, 622418
  • 14. Ma S.Q., Zhao Z.Y., Nie W., Gui Y.L., 2016, A numerical model of fully grouted bolts considering the tri-linear shear bond–slip model, Tunnelling and Underground Space Technology, 54, 73-80
  • 15. Nemcik J., Ma S.Q., Aziz N., Ren T., Geng X., 2014, Numerical modelling of failure propagation in fully grouted rock bolts subjected to tensile load, International Journal of Rock Mechanics and Mining Sciences, 71, 293-300
  • 16. Nie W., Zhao Z.Y., Guo W., Shang J., Wu C., 2019, Bond-slip modeling of a CMC rock bolt element using 2D-DDA method, Tunnelling and Underground Space Technology, 85, 340-353
  • 17. Wang Y., Li C.D., Cai Z.L., Zhu G.Q., Zhou J.Q., Yao W.M., 2023, Mechanical behaviors of anchorage interfaces in layered rocks with fractures under axial loads, Journal of Earth Science, 34, 2, 354-368
  • 18. Wu Q.H., Chen L., Shen B.T., Dlamini B.G., Li S.Q., Zhu Y.J., 2019, Experimental investigation on rockbolt performance under the tension load, Rock Mechanics and Rock Engineering, 52, 11, 4605-4618
  • 19. Yahia A., Khayat K.H., Benmokrane B., 1998, Evaluation of cement grouts for embedding anchors under water, Materials and Structures, 31, 4, 267-274
  • 20. Yi K., Kang H.P., Ju W.J., Liu Y.D., Lu Z.G., 2020, Synergistic effect of strain softening and dilatancy in deep tunnel analysis, Tunnelling and Underground Space Technology, 97, 103280
  • 21. Yue Z.W., Li A., Wang P., Wang P., 2022, An analytical analysis for the mechanical performance of fully-grouted rockbolts based on the exponential softening model, International Journal of Mining Science and Technology, 32, 5, 981-995
  • 22. Zhao T.B., Xing M.L., Guo W.Y., Wang C.W., Wang B., 2021, Anchoring effect and energyabsorbing support mechanism of large deformation bolt, Journal of Central South University, 28, 2, 572-581
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-57689b77-3c7e-4cae-b358-ec56cc0a44d4
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.