Influence of time-dependency on elastic rock properties under constant load and its effect on tunnel stability |
Aksoy, C.O.
(Department of Mining Engineering, Dokuz Eylul University)
Aksoy, G.G. Uyar (Department of Mining Engineering, Hacettepe University) Guney, A. (Department of Mining Engineering, Mugla Sitki Kocman University) Ozacar, V. (Torbali Vocational School, Dokuz Eylul University) Yaman, H.E. (Department of Mining Engineering, Dokuz Eylul University) |
1 | Zhang, Y., Ding, X., Huang, S., Qin, Y., Li, P. and Li, Y. (2018), "Field measurement and numerical simulation of excavation damaged zone in a 2000 m-deep cavern", Geomech. Eng., 16(4), 339-413. https://doi.org/10.12989/gae.2018.16.4.399. |
2 | Zhao, L.Y., Zhu, Q.Z., Xu, W.Y., Dai, F. and Shao, J.F. (2016), "A unified micromechanics-based damage model for instantaneous and time-dependent behaviors of brittle rocks", Int. J. Rock Mech. Min. Sci., 84, 187-196. https://doi.org/10.1016/j.ijrmms.2016.01.015. DOI |
3 | Agharazi, A., Tannant, D.D. and Martin, C.D. (2012), "Characterizing rock mass deformation mechanisms during plate load tests at the Bakhtiary dam project", Int. J. Rock Mech. Min. Sci., 49, 1-11. https://doi.org/10.1016/j.ijrmms.2011.10.002. DOI |
4 | Aksoy, C.O., Genis, M., Aldas, G.G., Ozacar, V., Ozer, S.C. and Yilmaz, O. (2012), "A comparative study of the determination of rock mass deformation modulus by using different empirical approaches", Eng. Geol., 131-132, 19-28. https://doi.org/10.1016/j.enggeo.2012.01.009. DOI |
5 | Aksoy, C.O., Uyar, G.G., Posluk, E., Ogul, K., Topal, I. and Kucuk, K. (2016), "Non-deformable support system application at tunnel-34 of Ankara-Istanbul high speed railway projec", Struct. Eng. Mech., 58(5), 869-886. http://dx.doi.org/10.12989/sem.2016.58.5.869. DOI |
6 | Bai, M., Meng, F., Elsworth, D. and Roegiers, J.C. (1999), "Analysis of stress-dependent permeability in nonorthogonal flow and deformation fields", Rock Mech. Rock Eng., 32(3), 195-219. https://doi.org/10.1007/s006030050032. DOI |
7 | Duncan Fama, M.E. and Brown, E.T. (1989), "Influence of stress dependent elastic moduli on plane strain solution for boreholes", Proceedings of the International Symposium on Rock at Great Depth, Pau, France, August-September. |
8 | Barla, G. (1999), "Tunneling under squeezing rock conditions", Proceedings of the International Conference on Rock Engineering Techniques for Site Characterisation, Bangalore, India. |
9 | Bieniawski, Z.T. (1970), "Time-dependent behavior of fractured rock", Rock Mech., 2(3), 123-137. https://doi.org/10.1007/BF01239744. DOI |
10 | Brown, E.T., Bray, J.W. and Santarellil, F.J. (1979), "Influence of stress-dependent elastic moduli on stress and strains around axisymmetric boreholes", Rock Mech. Rock Eng., 22, 189-203. https://doi.org/10.1007/BF01470986. DOI |
11 | Dyke, C.G. and Dobereiner, L, (1991), "Evaluating the strength and deformability of sandstones", Eng. Geol., 24, 123-134. https://doi.org/10.1144/GSL.QJEG.1991.024.01.13. DOI |
12 | Fabre, G. and Pellet, F. (2006), "Creep and time-dependent damage in argillaceous rocks", Int. J. Rock Mech. Min. Sci., 43, 950-960. https://doi.org/10.1016/j.ijrmms.2006.02.004. DOI |
13 | Gokceoglu, C., Sonmez, H. and Kayabasi, A. (2003), "Predicting the deformation moduli of rock masses", Int. J. Rock Mech. Min. Sci., 40, 701-710. https://doi.org/10.1016/S1365-1609(03)00062-5. DOI |
14 | Hoek, E. and Diederichs, M.S. (2006), "Empirical estimation of rock mass modulus", Int. J. Rock Mech. Min. Sci., 43, 203-215. https://doi.org/10.1016/j.ijrmms.2005.06.005. DOI |
15 | Houlsby, G.T., Amorosi, A. and Rojas, E. (2005), "Elastic moduli of soils dependent on pressure: A hyperelastic formulation", Geotechnique, 55(5), 383-392. DOI |
16 | Palchik, V. (2018), "Applicability of exponential stress-strain models for carbonate rocks", Geomech. Eng., 15(3), 919-925. https://doi.org/10.12989/gae.2018.15.3.919. DOI |
17 | Gu, J. (2015), "Some practical considerations in designing underground station structures for seismic loads", Struct. Eng. Mech., 54(3), 491-500. http://dx.doi.org/10.12989/sem.2015.54.3.491. DOI |
18 | Kayabasi, A. Gokceoglu, C. and Ercanoglu, M. (2003), "Estimating the deformation modulus of rock masses: a comparative study", Int. J. Rock Mech. Min. Sci., 40(1), 55-63. https://doi.org/10.1016/S1365-1609(02)00112-0. DOI |
19 | Matsuki, K., Wang, E.Q., Sakaguchi, K. and Okumura, K. (2001), "Time-dependent closure of a fracture with rough surfaces under constant normal stress", Int. J. Rock Mech. Min. Sci., 38, 607-619. https://doi.org/10.1016/S1365-1609(01)00022-3. DOI |
20 | Mitri, H.S., Edrissi, R. and Henning, J. (1994), "Finite element modelling of cable-bolted stopes in hardrock ground mines", Proceedings of the SME Annual Meeting, Albuquerque, New Mexico, U.S.A., February. |
21 | Palmstrom, A. and Singh, R. (2001), "The deformation modulus of rock masses-comparisons between in situ tests and indirect estimates" Tunn. Undergr. Sp. Technol., 16(3), 115-131. https://doi.org/10.1016/S0886-7798(01)00038-4. DOI |
22 | Rooh, A., Nejati, H.R. and Goshtasbi, K. (2018), "A new formulation for calculation of longitudinal displacement profile (LDP) on the basis of rock mass quality", Geomech. Eng., 16(5), 539-545. https://doi.org/10.12989/gae.2018.16.5.539. DOI |
23 | Sone, H. and Zoback, M.D. (2014), "Time-dependent deformation of shale gas reservoir rocks and its long-term effect on the insitu state of stress", Int. J. Rock Mech. Min. Sci., 69, 120-132. https://doi.org/10.1016/j.ijrmms.2014.04.002. DOI |
24 | Verman, B., Singh, M.N., Viladkar, J.L. and Jethwa, M. (1997), "Effect of tunnel depth on modulus of deformation of rock mass" Rock Mech. Rock Eng., 30(3), 121-127. https://doi.org/10.1007/BF01047388. DOI |
25 | Taravati, H. and Ardakani, A. (2018), "The numerical study of seismic behavior of gravity retaining wall built near rock face", Eartq. Struct., 14(2), 179-186. https://doi.org/10.12989/eas.2018.14.2.179. |