Effect of nonplastic silt content on undrained shear strength of sand–silt mixtures
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Olson SM, Stark TD, Walton WH, Castro G (2000) 1907 static liquefaction flow failure of the north Dike of Wachusett dam. J Geotech Geoenviron Eng 126(12):1184–1193
Fourie AB, Blight GE, Papageorgiou G (2001) Static liquefaction as a possible explanation for the Merriespruit tailing dam failure. Can Geotech J 38(4):707–719
Seed HB, Idriss IM, Arango I (1983) Evaluation of liquefaction potential using field performance data. J Geotech Eng 109(3):458–482
Seed RB, Harder LF (1990) SPT-based analysis of cyclic pore pressure generation and undrained residual strength. Proceedings Seed Memorial Symposium, Bi-Tech Publishers Ltd, pp 351–376
Yamamuro JA, Lade PV (1999) Experiments and modelling of silty sands susceptible to static liquefaction. Mech Cohes-Frict Mater 4(6):545–564
Yamamuro JA, Lade PV (1998) Steady-state concepts and static liquefaction of silty sands. J Geotech Geoenviron Eng 124(9):868–877
Robertson PK, Campanella RG (1985) Liquefaction potential of sands using the CPT. J Geotech Eng 111(3):384–403
Seed HB, Tokimatus K, Harder LF, Chung RM (1985) Influence of SPT procedures in soil liquefaction resistance evalutions. J Geotech Eng 111(2):1425–1445
Pitman TD, Robertson PK, Sego DC (1994) Influence of fines on the collapse of losse sands. Can Geotech J 31:728–739
Zlatovic S, Ishihara K (1995) On the influence of nonplastic fines on residul strength. 1st International conference on earthquake geotechnical engineering, Netherlands, pp 239–244
Thevanayagam S, Shenthan T, Mohan S, Liang J (2002) Undrained fragility of clean sands, silty sands and sandy silts. J Geotech Geoenviron Eng 128(10):849–859
Yang S, Lacasse S, Sandven R (2006) Determination of the transitional fines content of mixtures of sand and non-plastic fines. Geotech Test J 29(2):102–107
Sladen JA, D’Hollander RD, Krahn J (1985) The liquefaction of sands, a collapse surface approach. Can Geotech J 22(4):564–578
Troncose JH, Verdugo R (1985) Silt content and dynamic behavior of tailing sands. 11th International conference on soil mechanics and foundation engineering, California, pp 1311–1314
Chang NY, Yeh ST, Kaufman LP (1982). Liquefaction potential of clean and siltysand. In: Proceedings of 3rd international conference on earthquake microzonation, 2, pp 1017–1032
Kuerbis R, Negussey D, Vaid YP (1998) Effect of gradation and fines on static liquefaction of sands. In: Van Zyl DJA, Vick SG (eds) Hydraulic fill structure. ASCE, New York, pp 330–345
Belkhatir M, Arab A, Della N, Missoum H, Schanz T (2010) Liquefaction resistance of Chlef River silty sand: effect of low plastic fines and other parameters. Acta Polytechnica Hungarica 7(2):119–137
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. Environ Earth Sci 70:2469
Dash HK, Sitharam TG (2011) Undrained cyclic and monotonic strength of sand–silt mixtures. Geotech Geol Eng 29:555–570
Dash HK, Sitharam TG (2011) Undrained monotonic response of sand-silt mixtures: effective of nonplastic fines. Geomech Geoeng Int J 6(1):47–58
Karim ME, Alam MJ (2014) Effect of non-plastic silt content on the liquefaction behavior of sand–silt mixture. Soil Dyn Earthq Eng 65:142–150
Bouferra R, Benseddiq N, Shahrour I (2007) Saturation and preloading effects on the cyclic behavior. Int J Geomech 7(5):396–401
Vaid YP, Chern JC (1983) Effect of static shear on resistance to liquefaction. Soils Found 23(1):47–60
Finn WD (2000) State-of-the-art of geotechnical earthquake engineering practice. Soil Dyn Earthq Eng 20(1–4):1–15
Hazirbaba K (2005). Pore pressure generation characteristics of sands and silty sands: a strain approach. Dissertation presented for Ph.D. program to the Faculty of Graduate School at the University of Texas at Austin
Polito CP, Martin JR II (2001) Effects of nonplastic fines on the liquefaction resistance of sands. J Geotech Geoenviron Eng 127(5):408–415
Singh S (1994) liquefaction characteristics of Silt. Geotech Geol Eng 14(1):105–116
Vaid YP (1994) Liquefaction of silty soils. ASCE, Reston, pp 1–16
Georgiannou VN, Hight DW, Burland JB (1991) Undrained behavior of clayey sands in triaxial compression and extension. Soils Found 31(3):17–29
ASTM-4253-02 (2002) Standard test methods for maximum index density and unit weight of soils using a vibratory table. West Conshohocken, ASTM
Lee KL, Fitton JA (1968) Factors affecting the cyclic loading strength of soil. Vibration effects of earthquakes on soils and foundation, SPT 450:71–95
Head KH (1984) Manual of Laboratory Testing, vol 1. Pentech Press, London
Lade PV, Liggio CD, Yamamuro JA (1998) Effects of non-plastic fines on minimum and maximum void ratios of sand. Geotech Test J 21(4):336–347
ASTM-D4767-02 (2002) Standard test method for consolidated undrained triaxial compression test for cohesive soils. West Conshohocken, ASTM
Consoli NC, Johann AD, Gauer EA, Santos VR, Moretto RL, Corte MB (2012) Key parameters for tensile and compressive strength of silt–lime mixtures. Géotech Lett 2(3):81–85
Fredlund DG, Rahardjo H (2007) Soil mechanics for unsaturated soils. Wiley, New York
Khalili N, Geiser F, Blight GE (2004) Effective stress in unsaturated soils: review with new evidence. Int J Geomech 4(2):115–126
Rahman MM, Lo SR (2014) Undrained behavior of sand-fines mixtures and their state parameter. J Geotech Geoenviron Eng 140(7):1–12
Ishihara K (1996) Soil behaviour in earthquake geotechnics. Oxford Science Publications, Oxford
Rees SD (2010) Effect of fines on the undrained behavior of Christchurch sandy soils. University of Canterbury Christchurch, Christchurch
Thevanayagam S (2000) Liquefaction potential and undrained fragility of silty soils. 12WCEE 2000: 12th world conference on earthquake engineering, New Zealand Society for Earthquake Engineering, Auckland, pp 1–8