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Investigation of shear behavior of soil-concrete interface

  • Haeri, Hadi (MOE Key Laboratory of Deep Underground Science and Engineering, School of Architecture and Environment, Sichuan University) ;
  • Sarfarazi, Vahab (Department of Mining Engineering, Hamedan University of Technology) ;
  • Zhu, Zheming (MOE Key Laboratory of Deep Underground Science and Engineering, School of Architecture and Environment, Sichuan University) ;
  • Marji, Mohammad Fatehi (Head of Mine exploitation Engineering Department, Faculty of Mining and Metallurgy, Institution of Engineering, Yazd University) ;
  • Masoumi, Alireza (Azad University of Hamedan, Civil engineering department)
  • 투고 : 2018.06.26
  • 심사 : 2019.01.15
  • 발행 : 2019.01.25

초록

The shear behavior of soil-concrete interface is mainly affected by the surface roughness of the two contact surfaces. The present research emphasizes on investigating the effect of roughness of soil-concrete interface on the interface shear behavior in two-layered laboratory testing samples. In these specially prepared samples, clay silt layer with density of $2027kg/m^3$ was selected to be in contact a concrete layer for simplifying the laboratory testing. The particle size testing and direct shear tests are performed to determine the appropriate particles sizes and their shear strength properties such as cohesion and friction angle. Then, the surface undulations in form of teeth are provided on the surfaces of both concrete and soil layers in different testing carried out on these mixed specimens. The soil-concrete samples are prepared in form of cubes of 10*10*30 cm. in dimension. The undulations (inter-surface roughness) are provided in form of one tooth or two teeth having angles $15^{\circ}$ and $30^{\circ}$, respectively. Several direct shear tests were carried out under four different normal loads of 80, 150, 300 and 500 KPa with a constant displacement rate of 0.02 mm/min. These testing results show that the shear failure mechanism is affected by the tooth number, the roughness angle and the applied normal stress on the sample. The teeth are sheared from the base under low normal load while the oblique cracks may lead to a failure under a higher normal load. As the number of teeth increase the shear strength of the sample also increases. When the tooth roughness angle increases a wider portion of the tooth base will be failed which means the shear strength of the sample is increased.

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참고문헌

  1. Akbas, S. (2016), "Analytical solutions for static bending of edge cracked micro beams", Struct. Eng. Mech., 59(3), 66-78. https://doi.org/10.12989/sem.2016.59.3.579
  2. Bacas, B.M., Canizal, J. and Konietzky, H. (2015), "Shear strength behavior of geotextile/geomembrane interfaces", J. Rock Mech. Geotech. Eng., 7(6), 638-645. https://doi.org/10.1016/j.jrmge.2015.08.001
  3. Chu, L.M. and Yin, J.H. (2006), "Study on soil- cement grout interface shear strength of soil nailing by direct shear box testing method", Geomech. Geoeng., 1(4), 259- 273 . https://doi.org/10.1080/17486020601091742
  4. Das Braja, M. (2016), "Use of geogrid in the construction of railroads", Innov. Infrastruct. Solut., 1, 15. https://doi.org/10.1007/s41062-016-0017-8
  5. De Gennaro, V. and Frank, R. (2002), "Elasto-plastic analysis of the interface behaviour between granular media and structure", Comput. Geotech., 29(7), 547-572. https://doi.org/10.1016/S0266-352X(02)00010-1
  6. Desai, C.S., Drumon, E.C. and Zaman, M.N. (1985), "Cyclic testing and modelling of interface", J. Geotech. Eng. Am. Soc. Civil. Eng., 111(6), 793-815. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:6(793)
  7. Esfandiari, J. and Selamat, M.R. (2012), "Laboratory investigation on the effect of transverse member on pull out capacity of metal strip reinforcement in sand", Geotext. Geomembranes, 35, 41-49. https://doi.org/10.1016/j.geotexmem.2012.07.002
  8. Evgin, E. and Fakharian, K. (1996), "Effect of stress paths on the behavior of sand-steel interfaces", Can. Geotech. J., 33, 853-865. https://doi.org/10.1139/t96-116-336
  9. Ezzein, F.M. and Bathurst, R.J. (2014), "A new approach to evaluate soil- geosynthetic interaction using a novel pullout test apparatus and transparent granular soil", Geotext. Geomembranes, 42(3), 246-255. https://doi.org/10.1016/j.geotexmem.2014.04.003
  10. Fan, Y., Zhu, Z., Kang, J. and Fu, Y. (2016), "The mutual effects between two unequal collinear cracks under compression", Math. Mech. Solids, 22, 1205-1218. https://doi.org/10.1177/1081286515625436
  11. Fatehi Marji, M., Hosseini-Nasab, H. and Kohsary, A.H. (2007), "A new cubic element formulation of the displacement discontinuity method using three special crack tip elements for crack analysis", Int. J. Solids Struct., 1(1), 61-91.
  12. Ferreira, F.B., Vieira, C.S. and Lopes, M.L. (2015), "Direct shear behaviour of residual soil-geosynthetic interfaces-influence of soil mois- ture content, soil density and geosynthetic type", Geosynth. Int., 22(3), 257-272. https://doi.org/10.1680/gein.15.00011
  13. Frank, R. (2017), "Some aspects of research and practice for piles design in France", Innov. Infrastruct. Solut, 2, 32. https://doi.org/10.1007/s41062-017-0085-4
  14. Gerges, N., Issa, C. and Fawaz, S. (2015), "Effect of construction joints on the splitting tensile strength of concrete", Case Studies Constr. Mater., 3, 83-91. https://doi.org/10.1016/j.cscm.2015.07.001
  15. Ghionna, V.N. and Mortara, G. (2002), "An elastoplastic model for sand- structure interface behavior", Geotechnique, 52(1), 41-50. https://doi.org/10.1680/geot.2002.52.1.41
  16. Gomez, J.E., Filz, G.M., Ebeling, R.M. and Dove, J.E. (2008), "Sand-to-concrete interface response to complex load paths in a large displacement shear box", Geotech. Test. J., 31(4), 358-369.
  17. Haeri, H., Shahriar, K., Fatehi Marji, M. and Moarefvand, P. (2014), "Investigation of fracturing process of rock-like Brazilian disks containing three parallel cracks under compressive line loading", Strength Mater., 46 (3), 404-416. https://doi.org/10.1007/s11223-014-9562-6
  18. Hamid, T.B. and Miller, G.A. (2009), "Shear strength of unsaturated soil interfaces", Can. Geotech. J., 46(5), 595-606. https://doi.org/10.1139/T09-002
  19. Hammoud, F. and Boumekik, A. (2006), "Experimental study of the behaviour of interfacial shearing between cohesive soils and solid materials at large displacement", Asian J. Civil. Eng., 7(1), 63-80.
  20. Horpibulsuk, S. and Niramitkronburee, A. (2010), "Pullout resistance of bearing reinforcement embedded in sand", Soils Found, 50(2), 215-226. https://doi.org/10.3208/sandf.50.215
  21. Hossain, M.A. and Yin, J.H. (2012), "Influence of grouting pressure on the behavior of an unsaturated soil - cement interface", J. Geotech. Geoenviron., 138(2), 193- 202. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000585
  22. Hu, L. and Pu, J. (2004), "Testing and modeling of soil-structure interface", J. Geotech. Geoenviron. Eng., 130(8), 851-860. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:8(851)
  23. Hu, LM. and Pu. J.L. (2001), "Experimental Study on mechanics characteristic of soil-to-structure interface", Chin. J. Geotech. Eng., 23(4), 431-435
  24. Imani, M., Nejati, H.R. and Goshtasbi, K. (2017), "Dynamic response and failure mechanism of Brazilian disk specimens at high strain rate", Soil Dyn. Earthq. Eng., 100, 261-269. https://doi.org/10.1016/j.soildyn.2017.06.007
  25. Jayawickrama, P., Lawson, W., Wood, T. and Surles, J. (2014), "Pullout resistance factors for steel MSE reinforcements embedded in Gravelly backfill", J. Geotech. Geoenviron. Eng., 141, 1-10.
  26. Kavitha, P.E., Beena, K.S. and Narayanan, K.P. (2016), "A review on soil- structure interaction analysis of laterally loaded piles", Innov. Infra struct. Solu.t, 1, 14. https://doi.org/10.1007/s41062-016-0015-x
  27. Kequan, Y.U. and Zhoudao, L.U. (2015), "Influence of softening curves on the residual fracture toughness of post-fire normalstrength mortar", Comput. Mortar, 15(2), 102-111.
  28. Khemissa, M., Safer, S., Sahli, M. and Meddah, A. (2004), "Etude des per-formances de quelques elements de terre armee", Proceedings of the international conference on geotechnical engineering, Geo-Beyrouth, University of Lebanon, 269-274.
  29. Khodayar, A. and Nejati, H.R. (2018), "Effect of thermal-induced microcracks on the failure mechanism of rock specimens", Comput. Concrete, 22(1), 93-100. https://doi.org/10.12989/CAC.2018.22.1.093
  30. Kim, H.M., Lee, J.W., Yazdani, M., Tohidi, E., Nejati, H.R. and Park, E.S. (2018), "E.-S coupled viscous fluid flow and joint deformation analysis for grout injection in a rock joint", Rock Mech. Rock Eng., 51(2), 627-638. https://doi.org/10.1007/s00603-017-1339-3
  31. Kulhawy, F.H. and Peterson, M.S. (1979), "Behavior of sand - concrete interfaces", Proceedings of the 6th Pan- American Conference on Soil mechanics and Foundation Engineering, 7, 225-236.
  32. Lancaster, I.M., Khalid, H.A. and Kougioumtzoglou, I.A. (2013), "Extended FEM modelling of crack propagation using the semicircular bending test", Constr. Build. Mater., 48, 270-277. https://doi.org/10.1016/j.conbuildmat.2013.06.046
  33. Lee, S. and Chang, Y. (2015), "Evaluation of RPV according to alternative fracture toughness requirements", Struct. Eng. Mech., 53(6), 1271-1286. https://doi.org/10.12989/sem.2015.53.6.1271
  34. Li, Y.K., Han, X.L., Ji, J., Fu, D.L., Qiu, Y.K., Dai, B.C. and Lin, C. (2015), "Behavior of interfaces between granular soil and structure: a state-of-the-art review", Open Civil Eng. J., 9, 213-223. https://doi.org/10.2174/1874149501509010213
  35. Li, S., Wang, H., Li, Y., Li, Q., Zhang, B. and Zhu, H. (2016), "A new mini-grating absolute displacement measuring system for static and dynamic geomechanical model tests", Measurement, 82, 421-431. https://doi.org/10.1016/j.measurement.2016.01.017
  36. Li, S., Wang, H., Li, Y., Li, Q., Zhang, B. and Zhu, H. (2016), "A new mini-grating absolute displacement measuring system for static and dynamic geomechanical model tests", Measurement, 82, 421-431. https://doi.org/10.1016/j.measurement.2016.01.017
  37. Li, Y., Zhou, H., Zhu, W., Li, S. and Liu, J. (2015), "Numerical study on crack propagation in brittle jointed rock mass influenced by fracture water pressure", Materials, 8(6), 3364-3376. https://doi.org/10.3390/ma8063364
  38. Liu, C.N., Ho, Y.H. and Huang, J.W. (2009), "Large scale direct shear tests of soil/PET-yarn geogrid interfaces", Geotext Geomembranes, 27(1), 19-30. https://doi.org/10.1016/j.geotexmem.2008.03.002
  39. Liu, X., Nie, Z., Wu, S. and Wang, C. (2015), "Self-monitoring application of conductive asphalt concrete under indirect tensile deformation", Case Studies Constr. Mater., 3, 70-77. https://doi.org/10.1016/j.cscm.2015.07.002
  40. Lu, F.Y., Lin, Y.L., Wang, X.Y., Lu, L. and Chen, R. (2015), "A theoretical analysis about the influence of interfacial friction in SHPB tests", Int. J. Impact. Eng., 79, 95-101. https://doi.org/10.1016/j.ijimpeng.2014.10.008
  41. Miller, G.A. and Hamid, T.B. (2007), "Interface direct shear testing of unsaturated soil", Geotech. Test. J., 3(30), 182-191.
  42. Mobasher, B., Bakhshi, M. and Barsby, C. (2014), "Backcalculation of residual tensile strength of regular and high performance fibre reinforced concrete from flexural tests", Constr. Build. Mater., 70, 243-253, 2014. https://doi.org/10.1016/j.conbuildmat.2014.07.037
  43. Mohammad, A. (2016), "Statistical flexural toughness modeling of ultra-high performance mortar using response surface method", Comput. Mortar, 17(4), 33-39.
  44. Najigivi, A., Nazerigivi, A. and Nejati, H.R. (2017), "Contribution of steel fiber as reinforcement to the properties of cement-based concrete: A review", Comput. Concrete, 20(2), 155-164. https://doi.org/10.12989/CAC.2017.20.2.155
  45. Nazerigivi, A., Nejati, H.R., Ghazvinian, A. and Najigivi, A. (2018), "Effects of SiO2 nanoparticles dispersion on concrete fracture toughness", Constr. Build. Mater., 171(20),672-679. https://doi.org/10.1016/j.conbuildmat.2018.03.224
  46. Noel, M. and Soudki, K. (2014), "Estimation of the crack width and deformation of FRP-reinforced concrete flexural members with and without transverse shear reinforcement", Eng. Struct., 59, 393-398. https://doi.org/10.1016/j.engstruct.2013.11.005
  47. Oliveira, H.L. and Leonel, E.D. (2014), "An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modeling", Eng. Anal. Bound. Elem., 41, 74-82. https://doi.org/10.1016/j.enganabound.2014.01.002
  48. Palmeira, E.M. (2009), "Soil-geosynthetic interaction: modelling and analysis", Geotext Geomembranes, 27(5), 368-390. https://doi.org/10.1016/j.geotexmem.2009.03.003
  49. Pan, B., Gao, Y. and Zhong, Y. (2014), "Theoretical analysis of overlay resisting crack propagation in old cement mortar pavement", Struct. Eng. Mech., 52(4) 167-181.
  50. Park, J., Qiu, T. and Kim, Y. (2013), "Field and laboratory investigation of pullout resistance of steel anchors in rock", J. Geotech. Geoenviron. Eng., 139(12), 2219-2224. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000953
  51. Peng, K., Zhu, J.G., Zhang, D. and Wu, X.Y. (2010), "Study of mechanical behaviors of interface between coarse-grained soil and concrete by simple shear test", Chin. J. Rock Mech. Eng., 29(9), 1893-1900.
  52. Potyondy, J.G. (1961), "Skin friction between various soils and construction materials", Geotechnique, 11(4), 339-353. https://doi.org/10.1680/geot.1961.11.4.339
  53. Rajabi, M., Soltani, N. and Eshraghi, I. (2016), "Effects of temperature dependent material properties on mixed mode crack tip parameters of functionally graded materials", Struct. Eng. Mech., 58(2), 144-156.
  54. Ramadoss, P. and Nagamani, K. (2013), "Stress-strain behavior and toughness of high-performance steel fiber reinforced mortar in compression", Comput. Mortar, 11(2), 55-65.
  55. Rao, K.S.S, Allam, M.M. and Robinson, R.G. (2000), "Drained shear strength of fine - grained soil- solid surface interfaces", Proceedings of the Institute of Civil Engineers, Geotech. Eng., 143, 75-81. https://doi.org/10.1680/geng.2000.143.2.75
  56. Rouse, P.C., Fannin, R.J. and Taiebat, M. (2014), "Sand strength for back-analysis of pull-out tests at large displacement", Geotechnique, 64(4), 320-324. https://doi.org/10.1680/geot.13.T.021
  57. Sardemir, M. (2016), "Empirical modeling of flexural and splitting tensile strengths of concrete containing fly ash by GEP", Comput. Concrete, 17(4), 489-498. https://doi.org/10.12989/cac.2016.17.4.489
  58. Shahrour, I. and Rezaie, F. (1997), "An elastoplastic constitutive relation for the soil-structure interface under cyclic loading", Comput. Geotech., 21(1), 21-39. https://doi.org/10.1016/S0266-352X(97)00001-3
  59. Shakir, R. (2010), "An examination of the mechanical interaction of drilling slurries at the soil-concrete contact", J. Zhejiang Univ-Sci. A, 11(4), 294-230. https://doi.org/10.1631/jzus.A0900456
  60. Sharma, N., Dasgupta, K. and Dey, A. (2018), "A state-of-the-art review on seismic SSI studies on building structures", Innov. Infrastructure Solut, 3, 22. https://doi.org/10.1007/s41062-017-0118-z
  61. Sharma, J.S., F leming, I. R. and Jogi, M.B. (2007), "Measurement of unsaturated soil- geomembrane interface shear-strength parameters", Can. Geotech. J., 44, 78-88. https://doi.org/10.1139/t06-097
  62. Shehata, H.F. (2016), "Retaining walls with relief shelves", Innov Infrastructure Solut 1, 4. https://doi.org/10.1007/s41062-016-0007-x
  63. Shuraim, A.B., Aslam, F., Hussain, R. and Alhozaimy, A. "Analysis of punching shear in high strength RC panels-experiments, comparison with codes and FEM results", Comput. Concrete, 17(6), 739-760. https://doi.org/10.12989/CAC.2016.17.6.739
  64. Silva, R.V., Brito, J. and Dhir, R.K. (2015), "Tensil strength behaviour of recycled aggregate concrete", Constr. Build. Mater., 83, 108-118. https://doi.org/10.1016/j.conbuildmat.2015.03.034
  65. Suksiripattanpong, C., Horpibulsuk, S., Chinkulkijniwat, A. and Chai, J.C. (2013), "Pullout resistance of bearing reinforcement embedded in coarse-grained soils", Geotext Geomembranes, 36, 44-54. https://doi.org/10.1016/j.geotexmem.2012.10.008
  66. Tiang, Y., Shi, S., Jia, K. and Hu, S. (2015), "Mechanical and dynamic properties of high strength concrete modified with lightweight aggregates presaturated polymer emulsion", Constr. Build. Mater., 93, 1151-1156. https://doi.org/10.1016/j.conbuildmat.2015.05.015
  67. Tiwari, B., Ajmera, B. and Kaya, G. (2010), "Shear strength reduction at soil structures interface", Proceedings of the Ge oFlorida 2010: advances in analysis, modeling & design (GSP 199) ASCE, 1747-1756.
  68. Tsubakihara, Y., Kisheda, H. and Nishiyama, T. (1993), "Friction between cohesive soils and steel", Soils Found., 33(2), 145-156. https://doi.org/10.3208/sandf1972.33.2_145
  69. Uesugi, M. and Kishida, H. (1986). "Frictional resistance at yield between dry sand and mild steel", Soils Found., 26(2), 139-149. https://doi.org/10.3208/sandf1972.26.4_139
  70. Uesugi, M. and Kishida, H. (1986), "Influential factors of friction between steel and dry sands", Soils Found., 26(2), 33-46. https://doi.org/10.3208/sandf1972.26.2_33
  71. Uesugi, M., Kisheda, H. and Tsubakihara, Y. (1988), "Behavior of sand particles in sand steel friction", Soils Found., 28(1), 107-118. https://doi.org/10.3208/sandf1972.28.107
  72. Uesugi, M., Kishida, H. and Uchikawa, Y. (1990), "Friction between dry sand and concrete under monotonic and repeated loading", Soils Found., 30(1), 115-128. https://doi.org/10.3208/sandf1972.30.115
  73. Wan Ibrahim, M.H., Hamzah, A.F., Jamaluddin, N., Ramadhansyah, P.J. and Fadzil, A.M. (2015), "Split tensile strength on self-compacting concrete containing coal bottom ash", Social Behavioral Sci., 198, 2280-2289.
  74. Wang, Q.Z., Feng, F., Ni, M. and Gou, X.P. (2011), "Measurement of mode I and mode II rock dynamic fracture toughness with cracked straight through flattened Brazilian disc impacted by split Hopkinson pressure bar", Eng. Fract. Mech., 78(12), 2455-2469 https://doi.org/10.1016/j.engfracmech.2011.06.004
  75. Wang, W. and Lu, T. (2007), "Modeling experiment on interface shearing behavior between concrete and unsaturated soil with various degrees of saturation", Proceedings of the 3rd Asian Conference on Unsaturated soils.
  76. Wang, X., Zhu, Z., Wang, M., Ying, P., Zhou, L. and Dong, Y. (2017), "Study of rock dynamic fracture toughness by using VB-SCSC specimens under medium-low speed impacts", Eng. Fractu.Mech., 181; 52-64. https://doi.org/10.1016/j.engfracmech.2017.06.024
  77. Wu, Z.J., Ngai, L. and Wong, Y. (2014), "Investigating the effects of micro-defects on the dynamic properties of rock using Numerical Manifold method", Constr. Build. Mater., 72, 72-82. https://doi.org/10.1016/j.conbuildmat.2014.08.082
  78. Yaylac, M. (2016), "The investigation crack problem through numerical analysis", Struct. Eng. Mech., 57(6), 1143-1156. https://doi.org/10.12989/sem.2016.57.6.1143
  79. Yin, Z.Z., Zhu, H. and Xu, G.H. (1995), "A study of deformation in the interface between soil and concrete", Comput. Geotech., 17(1), 75-92. https://doi.org/10.1016/0266-352X(95)91303-L
  80. Zeghal, M. and Edil, T.B. (2002), "Soil-structure interaction analysis: modeling the interface", Can Geotech. J., 39(3), 620-628. https://doi.org/10.1139/t02-016
  81. Zhang, G. and Zhang, J. (2009), "State of the art: mechanical behavior of soil-structure interface", Prog. Nat. Sci., 19(10), 1187-1196. https://doi.org/10.1016/j.pnsc.2008.09.012
  82. Zhang, G. and Zhang, J.M. (2003), "Development and application of cyclic shear apparatus for soil-structure interface", Chin J Geotech Eng., 25(2), 149-153. https://doi.org/10.3321/j.issn:1000-4548.2003.02.005
  83. Zhang, G.A. and Zhang, J.M. (2006), "Large-scale apparatus for monotonic and cyclic soil-structure interface test", Geotech. Test. J., 29(5), 401-408.
  84. Zhang, G.A. and Zhang, J.M. (2006), "Monotonic and cyclic tests of interface between structure and gravelly soil", Soils Found., 46(4), 505-518. https://doi.org/10.3208/sandf.46.505
  85. Zhang, Q.B. and Zhao, J. (2014), "Quasi-static and dynamic fracture behaviour of rock materials: phenomena and mechanisms", Int. J. Fract., 189, 1-32 https://doi.org/10.1007/s10704-014-9959-z
  86. Zhang, G. and Zhang, J. (2006), "Large-scale apparatus for monotonic and cyclic soil-structure interface test", Geotech. Test. J., 29(5).
  87. Zhao, Y., Zhao, G.F. and Jiang, Y. (2013), "Experimental and numerical modelling investigation on fracturing in coal under impact loads", Int. J. Fract., 183(1), 63-80. https://doi.org/10.1007/s10704-013-9876-6
  88. Zhou, G.Q., Xia. H.C., Zhao, G.S. and Zhou, J. (2007), "Nonlinear elastic constitutive model of soil structure interfaces under relatively high normal stress", J. China Univ. Min. Technol., 17(3), 301-305. https://doi.org/10.1016/S1006-1266(07)60093-5
  89. Zhou, W.H. (2008), Experimental and theoretical study on pullout resistance of grouted soil nails, Ph. D. Thesis, The Hong Kong Polytechnic University.
  90. Zhu, J.G., Shakir, R.R., Yang, Y.L. and Peng, K. (2011), "Comparison of behaviors of soil-concrete interface from ringshear and simple shear tests", Rock Soil Mech., 32(3), 692-696 https://doi.org/10.3969/j.issn.1000-7598.2011.03.009