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Experimental study of the shear resistance of granular material: influence of initial state

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The shear strength of sand and its mechanical properties can be affected by numerous parameters. This work presents an experimental investigation which aims to study the influence of the fines content, the depositional method and the grain size on the shear strength of Chlef sand. Tests were conducted with the shear box on two types of soil, the natural sand and the clean sand-silt mixture. Dense samples (Dr = 88%) were reconstituted through dry deposition for each type of the material. An additional series of tests was carried out on a medium dense natural sand (Dr = 52%) prepared by dry and wet (w = 3%) deposition methods. All specimens were subjected to normal stresses of 100 kPa, 200 kPa and 300 kPa and there was no immersion of water. The tests results show that the behavior of sand can be affected by three parameters, the fines content, the deposition method and the particle size. The maximum shear stress and the friction angle decrease as the fines content increases, the initial water content increases, the effective grain size diameter decreases and the uniformity coefficient increases. The cohesion intercept increases with the increasing fines content and decreasing initial water content. Overall, the samples prepared by the dry deposition method show more resistance than those prepared by the wet deposition method. The results obtained are generally in agreement with the previous research on drained and undrained saturated sand in the literature.
Rocznik
Strony
523--533
Opis fizyczny
Bibliogr. 28 poz., rys., tab.
Twórcy
autor
  • Laboratory of Material Sciences and Environment (LMSE), University Hassiba Benbouali of Chlef (Algeria)
autor
  • Laboratory of Material Sciences and Environment (LMSE), University Hassiba Benbouali of Chlef (Algeria)
  • iMMC, Catholic University of Louvain (Belgium)
Bibliografia
  • 1. Amini F., Qi G.Z., 2000, Liquefaction testing of stratified silty sands, Journal of Geotechnical and Geoenvironmental Engineering, 126, 3, 208-217
  • 2. Arab A., 2009, Comportement monotone et cyclique dun sable limoneux, C.R. Mecanique, 337, 621-631
  • 3. Assistance pour la r´ealisation d’une´etude de microzonation sismique dans la r´egion de Chlef (Phase II), R´esultats et recommandations du projet, Unesco, PNUD, Paris, 1985
  • 4. Belkhatir M., Arab A., Della N., Schanz T., 2014, Laboratory study on the hydraulic conductivity and pore pressure of sand-silt mixtures, Marine Georesources and Geotechnology, 32, 2, 106-122, DOI: 10.1080/1064119X.2012.710712
  • 5. Belkhatir M., Arab A., Schanz T., Missoum H., Della N., 2011, Laboratory study on the liquefaction resistance of sand-silt mixtures: effect of grading characteristics, Granular Matter, 13, 599-609
  • 6. Belkhatir M., Schanz T., Arab A., 2013, Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand-silt mixtures, Environmental Earth Sciences, DOI 10.1007/s12665-013-2289-z, 2469-2479
  • 7. Benahmed N., Canou J., Dupla J.C., 2004, Structure initiale et propri´et´es de liqu´efaction statique d’un sable, C.R. Mecanique, 332, 887-894
  • 8. Bouferra R., Shahrour I., 2004, Influence of fines on the resistance to liquefaction of a clayey sand, Ground Improvement, 8, 1, 1-5
  • 9. Canou J., 1989, Contribution`a l’´etude et `al’´evaluation des propri´et´es de liqu´efaction d’un sable, Th`ese de Doctorat de l’Ecole Nationale Des Ponts et Chauss´ees, Paris
  • 10. Chang N.Y., Yeh S.I., Kaufman L.P., 1982, Liquefaction potential of clean and silty sands, Proceedings 3rd International Earthquake Microzonation Conference, Seattle, Washington, 2, 1017-1032
  • 11. Della N., Arab A., Belkhatir M., Missoum H., 2009, Identification of the behavior of the Chlef sand to static liquefaction, C.R. Mecanique, 337, 282-290
  • 12. El Asnam Algeria Earthquake of October 10, 1980, A Reconnaissance and Engineering Report, Earthquake Engineering Research Institute, Berkeley, California, January 1983
  • 13. Finn W.L., Ledbetter R.H., Wu G., 1994, Liquefaction in silty soils: design and analysis, Ground Failures Under Seismic Conditions, Geotechnical Special Publication, ASCE, 44, 51-76
  • 14. Head K.H., 2006, Manual of Soil Laboratory Testing, Volume 1: Soil Classification and Compaction Tests, Third Edition, Whittles Publishing, Scotland, UK, p. 416
  • 15. Head K.H., Epps R.J., 2011, Manual of Soil Laboratory Testing, Volume 2: Permeability, Shear Strength and Compressibility Tests, Third Edition, Whittles Publishing, Scotland, UK, p. 499
  • 16. Holtz R.D., Kovacs W.D., 1981, An Introduction to Geotechnical Engineering, Prentice Hall, Englewood Cliffs, New Jersey, 733 pages
  • 17. Ishihara K., 1993, Liquefaction and flow failure during earthquakes, G´eotechnique, 43, 3, 351-415
  • 18. Koester J.P., 1994, The influence of fines type and content on cyclic strength, Ground Failures Under Seismic Conditions, Geotechnical Special Publication, ASCE, 44, 17-33
  • 19. Law K.T., Ling Y.H., 1992, Liquefaction of granular soils with non-cohesive and cohesive fines, Proceedings of the Tenth World Conference on Earthquake Engineering, Rotterdam, 1491-1496
  • 20. Lee K.L., Fitton J.A., 1968, Factors affecting the cyclic loading strength of soil, Symposium on Vibration Effects of Earthquakes on Soils and Foundations, ASTM STP, 450, 71-95
  • 21. Mulilis J.P., Seed H.B., Chan C.K., Mitchell J.K., Arulanadan K., 1977, Effects of sample preparation on sand liquefaction, Journal of Geotechnical Engineering Division, ASCE, 103 (GT2), 91-108
  • 22. Seed H.B., Idriss I.M., 1971, Simplified procedure for evaluating soil liquefaction potential, Journal of the Soil Mechanics and Foundations Division, ASCE, 97, SM9, 1249-1273
  • 23. Shen C.K., Vrymoed J.L., Uyeno C.K., 1977, The effects of fines on liquefaction of sands, Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, 2, 381-385
  • 24. Troncosco J.H., Verdugo R., 1985, Silt content and dynamic behavior of tailing sands, Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, USA, 1311-1314
  • 25. Tsuchida H., 1970, Prediction and countermeasure against liquefaction in sand deposits (in Japanese), Abstract of the Seminar of the Port and Harbour Research Institute, Ministry of Transport, Yokosuka, Japan, 3.1-3.33
  • 26. Vaid V.P., 1994, Liquefaction of silty soils, Ground Failures Under Seismic Conditions, Geotechnical Special Publication, ASCE, 44, 1-16
  • 27. Yamamuro J.A., Wood F.M., 2004, Effect of depositional method on the undrained behavior and microstructure of sand with silt, Soil Dynamics and Earthquake Engineering, 24, 751-760
  • 28. Zlatovic S., Ishihara K., 1997, Normalized behavior of very loose non-plastic soils: effects of fabric, Soils and Foundations, 37, 4, 47-56
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-695be9f5-1eae-4459-9262-c0c7787d5596
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