Effects of preparation methods on inherent fabric anisotropy and packing density of reconstituted sand

References

• Amini, F. , & Qi, G. Z. (2000). Liquefaction testing of stratified silty sands. Journal Geotech and Geoenv Engineering , 126(3), 208–217. doi:10.1061/(ASCE)1090-0241(2000)126:3(208)
   Web of Science ®Google Scholar
• Barton, M. E. , & Palmer, S. N. (1989). The relative density of geologically aged, British fine and fine-medium sands. Quarterly Journal of Engineering Geology. , 22, 49–58. doi:10.1144/GSL.QJEG.1989.022.01.04
   Web of Science ®Google Scholar
• Bates, C. R. , & Phillips, D. R. (2000). Multi-component seismic surveying for near surface investigations: Examples from central wyoming and southern England. Journal App Geoph , 44, 257–273. doi:10.1016/S0926-9851(99)00017-8
   Web of Science ®Google Scholar
• Casagrande, A. (1975). Liquefaction and cyclic deformation of sands: a critical review. In proceedings of the Pan-American conference on soil mechanics and foundation engineering. Buenos Aires , 5, 79–133.
   Google Scholar
• Castro, G. (1969), Liquefaction of sands (Ph.D. thesis), Harvard University, Cambridge, Mass.
   Google Scholar
• Chang, N. Y. , Hseih, N. P. , Samuelson, D. L. , & Horita, M. (1981), Static and cyclic behaviour of monterey #0 sand, In Proceedings of the 3rd Microzonation Conference , Seattle, Wash., 929–944.
   Google Scholar
• Cresswell, A. , Barton, M. E. , & Brown, R. (1999). Determining the maximum density of sands by pluviation. Geotechnical Testing Journal, ASTM , 22(4), 324–328. doi:10.1520/GTJ11245J
   Web of Science ®Google Scholar
• Curray, J. R. (1956). The analysis of two-dimensional orientation data. Journal of Geo-Engineering Sciences , 64(2), 117–131. doi:10.1086/626329
   Google Scholar
• Dave, T. N. , & Dasaka, S. M. (2012). Assessment of portable travelling pluviator to prepare reconstituted sand specimens. Geomech Engineering , 4(2), 79–90. doi:10.12989/gae.2012.4.2.079
   Web of Science ®Google Scholar
• Engelhardt, W. V. , & Gaida, K. H. (1963). Concentration changes of pore solutions during the compaction of clay sediments. Journal of Sedim Petr , 33, 919–930. doi:10.1306/74D70F74-2B21-11D7-8648000102C1865D
   Google Scholar
• Foster, R. H. , & De, P. K. (1971). Optical and electron microscopic investigation of shear induced structures in lightly consolidated (soft) and heavily consolidated (hard) kaolinite. Clays and Clay Minerals , 19, 31–47. doi:10.1346/CCMN.1971.0190104
   Web of Science ®Google Scholar
• Gong, G. (2008), DEM simulations of drained and undrained behaviour , Ph.D. thesis, Univ. of Birmingham, UK.
   Google Scholar
• Hariprasad, C. , Rajashekhar, M. , & Umashankar, B. (2016). Preparation of uniform sand specimens using stationary pluviation and vibratory methods. Geotechnical and Geological Engineering , 34, 1909–1922. doi:10.1007/s10706-016-0064-0
   Web of Science ®Google Scholar
• Hu, R. L. , Yue, Z. Q. , Tham, L. G. , & Wang, L. C. (2005). Digital image analysis of dynamic compaction effects on clay fills. Journal of Geotec and Geoenv Engineering , 131, 1411–1422. doi:10.1061/(ASCE)1090-0241(2005)131:11(1411)
   Web of Science ®Google Scholar
• Jang, D. J. , Frost, J. D. , & Park, J. Y. (1999). Preparation of epoxy impregnated sand coupons for image analysis. Geotechnical Testing Journal , 22(2), 147–158.
   Web of Science ®Google Scholar
• Khari, M. , Anuar Kassim, K. , & Adnan, A. (2014). Sand samples preparation using mobile pluviator. Arabian Journal of Science and Engineering , 39, 6825–6834. doi:10.1007/s13369-014-1247-8
   Web of Science ®Google Scholar
• Kuo, C. Y. , & Frost, J. D. (1993). A revised methodology to minimize bias in determining the porosity and void tensor of particulate media. In Frost & Wright (eds), Digital image processing: Techniques and applications in civil engineering (pp. 186–194). New York: ASCE.
   Google Scholar
• Kuo, C. Y. , & Frost, J. D. (1996). Uniformity evaluation of cohesionless specimens using digital image analysis. Journal of Geotech and Geoenv Engineering ASCE , 122(5), 390–396. doi:10.1061/(ASCE)0733-9410(1996)122:5(390)
   Google Scholar
• Ladd, R. S. (1974). Specimen preparation and liquefaction of sands. Journal of Geotech and Geoenv Engineering ASCE , 100(10), 1180–1184.
   Google Scholar
• Li, Y. , Yang, Y. , Yu, H.-S. , & Roberts, G. (2018). Effect of sample reconstitution methods on the behaviors of granular materials under shearing. Journal of Testing and Evaluation , 46, 20170126. doi:10.1520/JTE20170126
   Web of Science ®Google Scholar
• Lo Presti, D. C. F. , Pedroni, S. , & Crippa, V. (1992). Maximum dry density of cohesionless soils by pluviation and by ASTM D4253-83: A comparative study. Geotech Testing Journal , 15(2), 180–189. doi:10.1520/GTJ10239J
   Google Scholar
• Marcuson, W. F. I. I. I. , & Gilbert, P. A. (1972), Earthquake liquefaction potential at Patoka Dam, Indiana. U.S. Army Waterways Experiment Station, Vicksburg, Miss., Miscellaneous Paper S-72-42
   Google Scholar
• Masad, E. , & Muhunthan, B. (2000). Three-Dimensional characterization and simulation of anisotropic soil fabric. Journal of Geotech and Geoenv Engineering ASCE , 126(3), 199–207. doi:10.1061/(ASCE)1090-0241(2000)126:3(199)
   Web of Science ®Google Scholar
• Miura, S. , & Toki, S. (1982). A sample preparation method and its effect on static and cyclic deformation strength properties of sand. Soils and Foundations , 22(1), 61–77. doi:10.3208/sandf1972.22.61
   Google Scholar
• Muhunthan, B. , Masad, E. , & Assaad, A. (2000). Measurement of uniformity and anisotropy in granular materials. Geotechnical Testing Journal , 23(4), 423–431. doi:10.1520/GTJ11063J
   Web of Science ®Google Scholar
• Nygård, R. , Gutierrez, M. , Høeg, K. , & Bjørlykke, K. (2004). Influence of burial history on microstructure and compaction behaviour of kimmeridge clay. Petroleum Geoscience , 10, 259–270. doi:10.1144/1354-079303-591
   Web of Science ®Google Scholar
• Oda, M. (1999). Fabric tensor and its geometrical meaning. In M. Oda & K. Iwashita (eds), Introduction to mechanics of granular materials (pp. 27–34). Rotterdam: A.A. Balkema.
   Google Scholar
• Oda, M. , Koishikawa, I. , & Higuchi, T. (1978). Experimental study of anisotropic shear strength of sand by plane strain test. Soils and Foundations , 18(1), 25–38. doi:10.3208/sandf1972.18.25
   Google Scholar
• Raghunandan, M. , Juneja, A. , & Hsiung, B. (2012). Preparation of reconstituted sand samples in the laboratory. International Journal of Geotechnical Engineering , 6(1), 125–131. doi:10.3328/IJGE.2012.06.01.125-131
   Google Scholar
• Rahimi, M. , Chan, D. , Nouri, A. , & Rasouli, R. (2016). Effects of inherent fabric anisotropy and intermediate principal stress on constitutive behavior of uncemented and cemented sands. Computers and Geotechniques , 80, 237–247. doi:10.1016/j.compgeo.2016.08.024
   Web of Science ®Google Scholar
• Rasban, W. S. (1997–2011), ImageJ, US National Institutes of Health, Bethesda, Maryland, USA Retrieved January 05, 2018, from http://image.nih.gov/ij/
   Google Scholar
• Satake, M. (1982), Fabric tensor in granular materials, IUTAM Conference on Deformation and Failure of Granular Materials, Balkema, Delft, 63–68.
   Google Scholar
• Sladen, J. A. , D’Hollander, R. D. , & Krahn, J. (1985). The liquefaction of sands, a collapse surface approach. Canadian Geotechnical Journal , 22, 564–578. doi:10.1139/t85-076
   Web of Science ®Google Scholar
• Tovey, N. K. , & Hounslow, M. W. (1995). Quantitative micro-porosity and orientation analysis in soils and sediments. Journal of the Geological Society, London , 152, 119–129. doi:10.1144/gsjgs.152.1.0119
   Web of Science ®Google Scholar
• Vaid, Y. P. , & Negussey, D. (1988). Preparation of reconstituted sand specimens. In R. Donaghe , R. Chaney , & M. Silver (Eds.), Advanced triaxial testing of soils and rock (pp. 405–417). American Society for Testing and Materials, Special Technical Publication STP 977.
   Google Scholar
• Vaid, Y. P. , & Sivathayalan, S. (2000). Fundamental factors affecting liquefaction susceptibility of sands. Canadian Geotechnical Journal , 37(3), 592–606. doi:10.1139/t00-040
   Web of Science ®Google Scholar
• Vaid, Y. P. , Uthayakumar, M. , Sivathayalan, S. , Robertson, P. K. , & Hofmann, B. (1995). Laboratory testing of syncrude sand. In Proceedings of the 48th Canadian Geotechnical Conference, Vancouver , 1, 223–232.
   Google Scholar
• Vasseur, G. , Djeran-Maigre, I. , Grunberger, D. , Rousset, G. , Tessier, D. , & Velde, B. (1995). Evolution of structural and physical parameters of clays during experimental compaction. Marine and Petroleum Geology , 12, 941–954. doi:10.1016/0264-8172(95)98857-2
   Web of Science ®Google Scholar
• Whitney, G. , & Velde, B. (1993). Changes in particle morphology during illitization: An experimental study. Clays and Clay Minerals , 41, 209–218. doi:10.1346/CCMN.1993.0410209
   Web of Science ®Google Scholar
• Yang, Z. X. (2005), Investigation of the fabric anisotropic effects on granular soil behavior , A PhD dissertation, The Hong Kong University of Science and Technology. Retreived from http://hdl.handle.net/1783.1/2593
   Google Scholar
• Yang, Z. X. , Li, X. S. , & Yang, J. (2008). Quantifying and modelling fabric anisotropy of granular soils. Geotechnique , 58(4), 237–248. doi:10.1680/geot.2008.58.4.237
   Web of Science ®Google Scholar
• Yoshimi, Y. , Tokimatsu, K. , & Phara, J. (1994). In situ liquefaction resistance of clean sands over a wide density range. Geotechnique , 44(3), 479–494. doi:10.1680/geot.1994.44.3.479
   Web of Science ®Google Scholar