Abstract
The aim of this work is to investigate the flow–stress coupling characteristics of soil and rock mixture (SRM) with different rock block percentage, under a series of triaxial flow–stress tests with various confining pressures. Self-developed servo-permeable testing system was used to carry out the flow–stress coupling test. Cylindrical SRM specimens (50 mm diameter and 100 mm height) with staggered rock block proportions (20, 30, 40, 50, 60 and 70 % by mass) were produced by compaction test with different count hammers to roughly insure the same void ratio of soil matrix. From the test results, the structural controlled mechanism of flow–stress coupling characteristics of SRM is discussed. Permeability coefficient of SRM presents decreasing trend with the increase in axial stress at triaxial stress path, the relationship between permeability coefficient and axial stress follows negative exponential function, and the correlation coefficients are greater than 0.85 for all studied SRM specimens. In addition, the stress–strain curve presents strain-hardening characteristic at different confining pressure. However, morphology of strain–permeability coefficient curve is different for specimens with various rock block percentage. For specimens with high rock blocks of 50, 60, and 70 %, the strain–permeability coefficient curve presents fluctuation drop trend. Test results also show that permeability coefficient increases with the increase in hydraulic gradient; however, axial stress presents variety trend for specimens with different rock block percentage.
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References
British Standard: Methods of test for soils for civil engineering purposes—part 1: general requirements and sample preparation, BS1377-1 (1990)
Chen, X.B., Li, Z.Y., Zhang, J.S.: Effect of granite gravel content on improved granular mixtures as railway subgrade fillings. J. Cent. South. Univ. 21, 3361–3369 (2014)
Chen, Z.A., Wu, X.Y.: Study on the relationship between the rock permeability changing with hydrostatic pressure. Chin. J. Rock. Mech. Eng. 33(2), 435–441 (1995)
Chen, Z.H., Chen, S.J., Chen, J.: In-situ double-ring infiltration test of soil–rock mixture. J. Yangtze River Sci. Res. Inst. 29(4), 52–56 (2012)
Donaghe, R.T., Torrey, V.H.: Proposed new standard test method for laboratory compaction testing of soil–rock mixtures using standard effort. Geotech. Test. J. 17(3), 387–392 (1994)
Dunn, A., Mehuys, G.: Relationship between gravel content of soils and saturated hydraulic conductivity in laboratory tests. Soil. Sci. Soc. Am. J. 48(3), 736–740 (1984)
Gao, Q., Liu, Z.H., Li, X., Li, J.H.: Permeability characteristics of rock and soil aggregate of backfilling open-pit and particle element numerical analysis. Chin. J. Rock Mech. Eng. 28(11), 2342–2348 (2009)
Goodman, R.E., Ahlgren, C.S.: Evaluating safety of concrete gravity dam on weak rock. J Geotechn. Geoenviron. Eng. 126, 429–442 (2000)
Indrawan, I.G.B., Rahardjo, H., Leong, E.C.: Effects of coarse-grained materials on properties of residual soil. J. Eng. Geol. 82(3), 154–164 (2006)
Jones, F.O.: A laboratory study of the effects of confirming pressure on fracture flow and storage capacity in carbonate rocks. J. Petrol. Tech. 9(2), 212–227 (1975)
Li, S.P., Li, Y.S., Li, L., Wu, Z., Zhou, G.: Permeability–strain equations corresponding to the complete stress–strain path of Yinzhuang sandstone. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 31(4), 383–391 (1994)
Li, S.P., Wu, D.X.: Effect of confining pressure, pore pressure and specimen dimension on permeability of Yinzhuang sandstone. Int. J. Rock. Mech. Min. Sci 34(3–4), 435–441 (1997)
Liao, Q.L.: Geological origin and structure model of rock and soil aggregate and study on its mechanical and MH coupled properties. PhD dissertation, Institute of Geology and Geophysics, Chinese Academy of Science, Beijing (2004) (in Chinese)
Lindquist, E.S.: The strength and deformation properties of melange. Ph.D. Thesis, Department of Civil Engineering, University of California, Berkeley (1994)
Louis, C.: Rock hydraulics. In: Muller, L. (eds.) Rock Mechanics. International Centre for Mechanical Sciences, Germany (1974)
Mckee, C.R., Bumb, A.C., Koenig, R.A.: Stress-dependent permeability and porosity of coal and other geologic formations. SPE. Form. Eval. 3(1), 81–91 (1988)
Medley, E., Lindquist, E.S.: The engineering significance of the scale-independence of some Franciscan Melanges in California, USA. In: Daemen, J.K., Schultz, R.A. (eds.) Proceedings of the 35th US Rock Mechanics Symposium, pp. 907–914. Balkema, Rotterdam (1995)
Meng, X.Y., Li, S.H., Zhang, J.F.: Study and manufacture of flexible boundary loading testing machine. Chin. J. Rock. Mech. Eng. 23(10), 1760–1764 (2004)
Ministry of Water Resources of the People’s Republic of China: Standard for soil test method, GB/T 50123-1999
Proctor, R.R.: Fundamental principles of soil compaction. ASCE, Engineering News-Record (1993)
Rücknagel, J., Götze, P., Hofmann, B., Christen, O., Marschall, K.: The influence of soil gravel content on compaction behaviour and pre-compression stress. Geoderma. 209–210, 226–232 (2013)
Shafiee, A.: Permeability of compacted granule–clay mixtures. Eng. Geol. 97(7), 199–208 (2008)
Shakoor, A., Cook, B.D.: The effect of stone content, size, and shape on the engineering properties of a compacted silty clay. Eng. Geol. 117(2), 245–253 (1990)
Shelley, T.L., Daniel, D.E.: Effect of gravel on hydraulic conductivity of compacted soil liners. J. Geotech. Eng. ASCE 119(1), 54–68 (1993)
Wang, X.J., Rong, G., Zhou, C.B.: Permeability experimental study of gritstone in deformation and failure processes. Chin. J. Rock. Mech. Eng. 31, 2940–2947 (2012). (in Chinese)
Wang, Y., Li, X., Wu, Y.F., Lin, C., Zhang, B.: Experimental study on meso-damage cracking characteristics of RSA by CT test. Environ. Earth. Sci. 73(9), 5545–5558 (2015a)
Wang, Y., Li, X.: Experimental study on cracking damage characteristics of a soil and rock mixture by UPV testing. Bull. Eng. Geol. Environ. 74, 775–788 (2015b)
Xu, W.J., Wang, L.Z., Hu, R.L.: Fluid–solid coupling characteristics and stability analysis of soil–rock mixture slope in rising and drawdown of reservoir water levels. Chin. J. Rock. Mech. Eng. 28(7), 1491–1498 (2009)
Xu, W.J., Wang, Y.G.: Meso-structural permeability of S-RM based on numerical tests. Chin. J. Geotech. Eng. 32(4), 543–550 (2010)
Zhou, Z., Fu, H.L., Liu, B.C.: Experimental study of the permeability of soil–rock mixture. J. Hunan Univ. (Nat. Sci.) 33(6), 25–28 (2006a)
Zhou, Z., Fu, H.L., Liu, B.C.: Orthogonal tests on permeability of soil–rock-mixture. Chin. J. Geotech. Eng. 28(9), 1132–1138 (2006b)
Acknowledgments
We thank the editors and the anonymous reviewers for their helpful and constructive suggestions and comments. This work was supported by the National Natural Science Foundation of China (Grants Nos. 41330643, 41227901, 41502294), Beijing National Science Foundation of China (Grants Nos. 8164070), China Postdoctoral Science Foundation Funded Project (Grants Nos. 2015M571118), and the Strategic Priority Research Program of the Chinese Academy of Sciences (Grants Nos. XDB10030000, XDB10030300, and XDB10050400).
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Wang, Y., Li, X., Zheng, B. et al. An Experimental Investigation of the Flow–Stress Coupling Characteristics of Soil–Rock Mixture Under Compression. Transp Porous Med 112, 429–450 (2016). https://doi.org/10.1007/s11242-016-0653-7
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DOI: https://doi.org/10.1007/s11242-016-0653-7