References
- Akram, M. S. (2010). Physical and numerical investigation of conglomeratic rocks (doctoral dissertation). Univ New South Wales, Sydney, Australia.
- Anhdan, L., & Koseki, J. (2004). Effects of large number of cyclic loading on deformation characteristics of dense granular materials. Soils and Foundations, 44(3), 115–123. doi:https://doi.org/10.3208/sandf.44.3_115
- Brennan, A. J., Thusyanthan, N. I., & Madabhushi, S. (2005). Evaluation of shear modulus and damping in dynamic centrifuge tests. Journal of Geotechnical and Geoenvironmental Engineering , 131(12), 1488–1497. doi:https://doi.org/10.1061/(ASCE)1090-0241(2005)131:12(1488)
- Button, E., Riedmüller, G., Schubert, W., Klima, K., & Medley, E. (2004). Tunnelling in tectonic melanges-accommodating the impacts of geomechanical complexities and anisotropic rock mass fabrics. Bulletin of Engineering Geology and the Environment, 63(2), 109–117. doi:https://doi.org/10.1007/s10064-003-0220-7
- Cnudde, V., & Boone, M. N. (2013). High-resolution X-ray computed tomography in geosciences: A review of the current technology and applications. Earth-Science Reviews, 123, 1–17. doi:https://doi.org/10.1016/j.earscirev.2013.04.003
- Coli, N., Berry, P., & Boldini, D. (2011). In situ non-conventional shear tests for the mechanical characterisation of a bimrock. International Journal of Rock Mechanics and Mining Sciences, 48(1), 95–102. doi:https://doi.org/10.1016/j.ijrmms.2010.09.012
- Guo, T., Zhang, S., Ge, H., Wang, X., Lei, X., & Xiao, B. (2015). A new method for evaluation of fracture network formation capacity of rock. Fuel, 140, 778–787. doi:https://doi.org/10.1016/j.fuel.2014.10.017
- Hirono, T., Takahashi, M., & Nakashima, S. (2003). In situ visualization of fluid flow image within deformed rock by X-ray CT. Engineering Geology, 70(1–2), 37–46. doi:https://doi.org/10.1016/S0013-7952(03)00074-7
- Kahraman, S., & Alber, M. (2006). Estimating unconfined compressive strength and elastic modulus of a fault breccia mixture of weak blocks and strong matrix. International Journal of Rock Mechanics and Mining Sciences, 43(8), 1277–1287. doi:https://doi.org/10.1016/j.ijrmms.2006.03.017
- Kahraman, S., & Alber, M. (2008). Triaxial strength of a fault breccia of weak rocks in a strong matrix. Bulletin of Engineering Geology and the Environment, 67(3), 435–441. doi:https://doi.org/10.1007/s10064-008-0152-3
- Kahraman, S., Gunaydin, O., Alber, M., & Fener, M. (2009). Evaluating the strength and deformability properties of Misis fault breccia using artificial neural networks. Expert Systems with Applications, 36(3), 6874–6878. doi:https://doi.org/10.1016/j.eswa.2008.08.002
- Kalender, A., Sonmez, H., Medley, E., Tunusluoglu, C., & Kasapoglu, K. E. (2014). An approach to predicting the overall strengths of unwelded bimrocks and bimsoils. Engineering Geology, 183, 65–79. doi:https://doi.org/10.1016/j.enggeo.2014.10.007
- Kim, C., Smell, C., & Medley, E. (2004). Shear strength of Franciscan complex Melange as calculated from back analysis of a landslide. Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering. New York, 13–17.
- Kong, X., Liu, J., Zou, D., & Liu, H. (2016). Stress-dilatancy relationship of Zipingpu gravel under cyclic loading in triaxial stress states. International Journal of Geomechanics, 16(4), 04016001. doi:https://doi.org/10.1061/(ASCE)GM.1943-5622.0000584
- Lamas-Lopez, F. (2016). Field and laboratory investigation on the dynamic behavior of conventional railway track-bed materials in the context of traffic upgrade (doctoral dissertation). Ecole Nationale Des Ponts et Chaussees, Universite Paris-Est.
- Lenoir, N., Bornert, M., Desrues, J., Bésuelle, P., & Viggiani, G. (2007). Volumetric digital image correlation applied to X‐ray microtomography images from triaxial compression tests on argillaceous rock. Strain, 43(3), 193–205. doi:https://doi.org/10.1111/j.1475-1305.2007.00348.x
- Li, X., Liao, Q. L., & He, J. M. (2004). In situ tests and a stochastic structural model of rock and soil aggregate in the three Gorges Reservoir area, China. International Journal of Rock Mechanics and Mining Sciences, 41(3), 702–707. doi:https://doi.org/10.1016/j.ijrmms.2004.03.122
- Lindquist, E. S. (1994). The strength and deformation properties of melange (doctoral dissertation). Department of Civil Engineering, University of California. Berkeley.
- Medley, E. W., & Sanz Rehermann, P. F. (2004). Characterization of bimrocks (rock/soil mixtures) with application to slope stability problems. In: Eurock 2004 & 53rd Geomechanics Colloquium. Salzburg, 425–430.
- Medley, E. W., & Zekkos, D. (2011). Geopractitioner approaches to working with antisocial Mélanges. In J. Wakabayashi & Y. Dilek (Eds.). Mélanges: Processes of Formation and Societal Significance (vol. 480, pp. 261–277). California, USA: Geological Society of America Special.
- Medley, E. (1994). The engineering characterization of melanges and similar block-in-matrix rocks (BIMRock's) (doctoral dissertation). University of California, Berkeley.
- Medley, E. W., & Wakabayashi, J. (2004). Geological characterization of mélange for practitioners. Felsbau Rock and Soil Engineering, 2(5), 10–18.
- Medley, E. W. (2001). Orderly characterization of chaotic Franciscan Melanges. Felsbau Rock and Soil Engineering, 19(4), 20–33.
- Maqbool, S., & Koseki, J. (2010). Large-scale triaxial tests to study effects of compaction energy and large cyclic loading history on shear behavior of gravel. Soils and Foundations, 50(5), 633–644. doi:https://doi.org/10.3208/sandf.50.633
- Menq, F. Y. (2003). Dynamic properties of sandy and gravelly soils (doctoral dissertation). The University of Texas at Austin.
- Ministry of Water Resources of the People’s Republic of China (MWRPRC). (1999). GB/T 50123-1999: Standard for soil test method. MWRPRC, Beijing, China.
- Rücknagel, J., Götze, P., Hofmann, B., & Christen, O. (2013). The influence of soil gravel content on compaction behavior and pre-compression stress. Geoderma, 209, 226–232. doi:https://doi.org/10.1016/j.geoderma.2013.05.030
- Seed, H. B., Wong, R. T., Idriss, I. M., & Tokimatsu, K. (1986). Moduli and damping factors for dynamic analyses of cohesionless soils. Journal of Geotechnical Engineering, 112(11), 1016–1032. doi:https://doi.org/10.1061/(ASCE)0733-9410(1986)112:11(1016)
- Slatalla, N., Alber, M., & Kahraman, S. (2010). Analyses of acoustic emission response of a fault breccia in uniaxial deformation. Bulletin of Engineering Geology and the Environment, 69(3), 455–463. doi:https://doi.org/10.1007/s10064-010-0296-9
- Sonmez, H., & Tunusluoğlu, C. (2010). Development of a unified geomechanical classification system and a generalized empirical approach for jointed rock masses and bimrocks. TUBİTAK Project No.: 108Y002 (in Turkish).
- Suiker, A. S., Selig, E. T., & Frenkel, R. (2005). Static and cyclic triaxial testing of ballast and subballast. Journal of Geotechnical and Geoenvironmental Engineering, 131(6), 771–782. doi:https://doi.org/10.1061/(ASCE)1090-0241(2005)131:6(771)
- Sun, Q. D., Indraratna, B., & Nimbalkar, S. (2014). Effect of cyclic loading frequency on the permanent deformation and degradation of railway ballast. Géotechnique, 64(9), 746–751. doi:https://doi.org/10.1680/geot.14.T.015
- Takayasu, H. (1980). Fractal dimention. Beijing: Seismological Press.
- Terzaghi, K., & Peck, R. B. (1956). Soil mechanics in engineering practice. New York, London, Sydney: Wiley International Edition, John Wiley & Sons, Inc.
- Tsiambaos, G. (2010). Engineering geological behaviour of heterogeneous and chaotic rock masses. Bulletin of the Geological Society of Greece. Proceedings of the 12th International Congress, Patras, May, 2010.
- Wang, Y., Li, X., Zhang, B., & Wu, Y. F. (2014). Meso-damage cracking characteristics analysis for rock and soil aggregate with CT test. Science China Technological Sciences, 57(7), 1361–1371. doi:https://doi.org/10.1007/s11431-014-5578-1
- Wang, Y., Li, X., Hu, R. L., Li, S. D., & Wang, J. Y. (2015a). Experimental study of the ultrasonic and mechanical properties of SRM under compressive loading. Environmental Earth Sciences, 74(6), 5023–5037. doi:https://doi.org/10.1007/s12665-015-4529-x
- Wang, Y., Li, X., Zheng, B., Zhang, B., & Wang, J. B. (2015b). Real-time ultrasonic experiments and mechanical properties of soil and rock mixture during triaxial deformation. Géotechnique Letters, 5(4), 281–286. doi:https://doi.org/10.1680/jgele.15.00131
- Wang, Y., Li, X., Zheng, B., Zhang, B., He, J. M., & Li, S. D. (2016). Macro–meso failure mechanism of soil–rock mixture at medium strain rates. Géotechnique Letters, 6(1), 28–243. doi:https://doi.org/10.1680/jgele.15.00118
- Wang, H.-L., Cui, Y.-J., Lamas-Lopez, F., Dupla, J.-C., Canou, J., Calon, N., … Chen, R.-P. (2017). Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials. Canadian Geotechnical Journal, 54(12), 1672–1681. doi:https://doi.org/10.1139/cgj-2016-0673
- Wang, Y., Li, C. H., & Hu, Y. Z. (2018). Use of X-ray computed tomography to investigate the effect of rock blocks on meso-structural changes in soil-rock mixture under triaxial deformation. Construction and Building Materials, 164, 386–399. doi:https://doi.org/10.1016/j.conbuildmat.2017.12.173
- Wang, Y., Li, C., Hu, Y., & Xiao, Y. (2017). Optimization of multiple seepage piping parameters to maximize the critical hydraulic gradient in bimsoils. Water, 9(10), 787. doi:https://doi.org/10.3390/w9100787
- Xia, J. G., Hu, R. L., & Gao, W. (2017). Research on large-scale triaxial shear testing of soil rock mixtures containing oversized particles. Chinese Journal of Rock Mechanics and Engineering, 36(08), 2031–2039.
- Xu, W. J., & Hu, R. L. (2008). Field horizontal push shear test for mechanical property of soil-rock mixture under cyclic loading. Journal of Engineering and Geology, 16(1), 63–70.
- Yongbo, F., Adewuyi, O. I., & Chun, F. (2015). Strength characteristics of soil rock mixture under equal stress and cyclic loading conditions. Geosystem Engineering, 18(1), 73–77. doi:https://doi.org/10.1080/12269328.2014.1002633