References
- ASTM D 4253-00, (2002). “Standard test method for maximum index density and unit weight of soils using a vibratory table”. Annual Book of ASTM Standards. American Society for Testing and Materials, West Conshohocken, PA, pp. 1–14.
- ASTM D 4254-00, (2002). “Standard test method for minimum index density and unit weight of soils and calculation of relative density”. Annual Book of ASTM Standards. American Society for Testing and Materials, West Conshohocken, PA, pp. 1–9.
- Barton, M., Cresswell, A., and Brown, R., “Measuring the Effect of Mixed Grading on the Maximum Dry Density of Sands,” Geotechnical Testing Journal, Vol. 24, No. 1, 2001, pp. 121-127.
- Benahmed, N., Canou, J., Dupla, J.C.(2004) “Initial structure and static liquefaction properties of sand”. Comptes Rendus Mecanique 332(11), 887–894.
- Brewer, R. (1964). “Fabric and mineral analysis of soils”, Wiley, New York.
- Canou, J.(1989): “Study contribution and assessment of sand liquefaction characteristics”. [Ph.D. Thesis]. The Ecole Nationale des Ponts et Chaussées, Paris.
- Cherif Taiba, A., Mahmoudi, Y., Belkhatir, M., Kadri, A., Schanz, T., (2016) “Insight into the effect of granulometric characteristics on static liquefation sucseptibility of silty sand soils” Geotech Geol Eng 10.1007/s10706-015-9951-z
- Cherif Taiba, A,. Mahmoudi, Y,. Belkhatir, M,. Kadri, A,. and Tom Schanz, T, (2017) “Experimental Characterization of the Undrained Instability and Steady State of Silty Sand Soils under Monotonic Loading Conditions” International Journal of Geotechnical Engineering, 10.1080/19386362.2017.1302643.
- Chu, J. Lo, S.C.R. and Lee, I.K. (1993). “Instability of granular soils under strain path testing”. Journal of Geotechnical Engineering, 119(5): 874-892.
- Chu, J., Leroueil, S., and Leong, W.K. (2003). “Unstable behavior of sand and its implication for slope instability”. Canadian Geotechnical Journal, 40(5): 873–885. 10.1139/t03-039.
- Daouadji, A., AlGali, H., Darve, F., and Zeghloul, A. (2010). “Instability in granular materials: experimental evidence of diffuse mode of failure for loose sands”. Journal of Engineering Mechanics, 136(5): 575–588. 10.1061/(ASCE)EM.1943-7889.0000101.
- Della, N., Missoum, H., Arab A., and Belkhatir, M., 2010, “Experimental study of the overconsolidation and saturation effects on the mechanical characteristics and residual strength of Chlef river sandy soil,”. Periodica Polytechnica Civil Engineering, Vol. 54, No. 2, pp. 107–116.
- Della, A. Arab, M. Belkhatir, M (2011): “Effect of confining pressure and depositional method on the undrained shearing response of medium dense sand.” Journal of Iberian Geology 37 (1): 37-44
- Della, A. Arab, M. Belkhatir, M (2011): “Influence of specimen-reconstituting method on the undrained response of loose granular soil under static loading.” Acta Mech. Sin. 27(5):796–802.
- Della N. Belkhatir, M, Arab A. Canou, J. and Dupla, J.C.(2014): “Undrained Monotonic Response and Instability of medium dense sandy soil”. Georesources and geotechnology. 33 (6): 141217134114005
- Della N. Belkhatir, M, Arab A. Canou, J. and Dupla, J.C.(2014): “Effect of fabric method on instability bihavior of granular material”. Acta Mech 225, 2043-2057.
- Frost, J. D. and Park, J. Y. (2003): “A critical assessment of the moist tamping technique.” Journal of Geotechnical Testing, ASTM, 26(1): 1 – 14.
- Hanzawa, H. Itoh, Y. and Suzuki K. (1979). “Shear characteristics of a quick sand in the Arabian Gulf”. Soils and Foundations, 19(4): 1-16.
- Ishihara K, Sodekawa M, Tanaka Y, (1978). “Effects of surconsolidation on liquefaction characteristics of sands containing fines.” Dynamic Geotechnical testing, no. 654, 246–264.
- Ishihara, K(1993): “Liquefaction and flow failure during earthquakes.” Geotechnique 43(3), 351-415.
- Kramer, S.L(1996). Geothechnical Earthquake Engineering. pp. 653 Prentice Hall, NJ
- Lade, P.V. (1992). “Static instability and liquefaction of loose sandy slopes”. Journal of Geotechnical Engineering. 118(1): 51-71.
- Lade, P.V. (1999): “Instability of granular materials”. In: Lade, P.V., Yamamuro, J.A. (eds.) Physics andmechanics of soil liquefaction, pp. 3–16. Balkema, Rotterdam.
- Mahmoudi, Y., Cherif Taiba, A., Hazout, L., Belkhatir, M., and Schanz, T., (2015) “Laboratory Study on Shear Behavior of Overconsolidated Sand: Effect of the Initial Structure,” presented at the 13th Arab Structural Engineering Conference (ASEC), Blida, Algeria, ASEC.
- Mahmoudi, Y., Cherif Taiba, A., Belkhatir, M., Schanz, T., (2016a) “Experimental Investigation on Undrained Shear Behavior of Overconsolidated Sand–Silt Mixtures: Effect of Sample Reconstitution” Geotechnical Testing J. 10.1520/GTJ20140183
- Mahmoudi, Y., Cherif Taiba, A., Belkhatir, M., Arab, A., and Schanz, T., (2016b) “Laboratory study on undrained shear behaviour of overconsolidated sand–silt mixtures: effect of the fines content and stress state” International Journal of Geotechnical Engineering, 10.1080/19386362.2016.1252140.
- Miura, S., and Toki, S. (1982). “A sample preparation method and its effect on static and cyclic deformation strength properties of sand.” Soils Found., 22(1), 61–77.
- Mulilis, J. P., Seed, H. B., Chan, C. K., Mitchell, J. K., and Arulanandan, K. (1977). “Effects of sample preparation on sand liquefaction.” J. Geotech. Engrg. Div., 103(GT2), 91–108.
- Oda, M. (1972). “Initial fabrics and their relations to mechanical properties of granular material.” Soils Found., 12(1), 17–35.
- Oda, M., and Iwashita, K. (1999). “Mechanics of granular materials”. an introduction, Balkema, Rotterdam, Netherlands.
- Orense, R., Farooq, K., and Towhata, I. 2004. Deformation behavior of sandy slopes during rainwater infiltration. Soils and Foundations, 44(2): 15–30.
- Tatsuoka F., Sonoda F., Hara K., Fukishima S. & Pradhan T.B.S. (1986) ”Failure and deformation of sands in torsional shear” Soil and Foundations 26(4), 79-97.
- Vaid, Y.P., Sivathayalan, S., Stedman, D.(1999): “Influence of specimen reconstituting method on the undrained response of sand.” Geotechnical Testing Journal 22(3), 187–195.
- Yamamuro, J.A., Lade, P.V. (1997). “Static liquefaction of very loose sands”. Can. Geotech. J. 34, 905–917
- Yamamuro, J.A., Wood, F.M.(2004): “Effect of depositional method on the undained behavior and microstructure of sand with silt.” Soil Dynamics and Earthquake Engineering 24, 751–760.
- Yang, Z. X., Li, X. S., and Yang, J. (2008). “Quantifying and modelling fabric anisotropy of granular soils.” Geotechnique, 58(4), 237–248.
- Yang, S., Lacasse, S., and Sandven, R., “Determination of the Transitional Fines Content of Mixtures of Sand and Non-plastic Fines,” Geotechnical Testing Journal, Vol. 29, No. 2, 2006, pp. 102-107.
- Yilmaz Y, Mollamahmutoglu M, (2009). “Characterization of Liquefaction Susceptibility of Sands by Means of Extreme Void Ratios and/or Void Ratio Range. Journal of Geotechnical andGeoenvironmental Engineering.” Vol. 135, No. 12.
- Zlatovic, S., Ishihara, K.(1997): “Normalized behavior of very loose non-plastic soils: effects of fabric.” Soils and Foundations, 37(4), 47–56.
- Ladd, R. S., (1974). “Specimen Preparation and Liquefaction of Sands,” J. Soil Mechanics Foundation Division, ASCE, Vol. 100, No. GT10, pp. 1180–1184.