-ASTM D3999, (2006), “Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus”, ASTM International, West Conshohocken, PA,
www.astm.org.
-ASTM D5311, (2004), “Standard test method for load controlled cyclic triaxial strength of soil”, ASTM International, West Conshohocken, PA,
www.astm.org.
-Aghaei Araei, A., Razeghi, H. R., Tabatabaei, S. H. Ghalandarzadeh, A., (2012), “Loading frequency effect on stiffness, damping and cyclic strength of modeled rockfill materials”, Soil Dynamics and Earthquake Engineering, Elsevier. 33(1), pp.1-18.
-Guoxing, C., Qi, W., Tian, S., Kai, Z., Enquan, Z., Lingyu X. Yanguo, Z., (2018), “Cyclic behaviors of saturated sand-gravel Mixtures under undrained cyclic triaxial loading”, Journal of Earthquake Engineering, DOI.org/10.1080/13632469.2018.1540370.
-Do, J., Heo, S.B., Yoon, Y.W., Chang, I. (2017), “Evaluating the liquefaction potential of gravel soils with static experiments and steady state approaches”, KSCE Journal of Civil Engineering, 21(3), pp.642-651.
-Hubler, J. F., Athanasopoulos-Zekkos, A., Zekkos, D., (2017), “Monotonic, cyclic, and post-cyclic simple shear response of three uniform gravels in constant volume conditions”, Journal of Geotechnical and Geoenvironmental Engineering, 143(9), 04017043-2.
DOI: org. 10.1061/(ASCE)GT.1943-5606.0001723.
-Goto, S., Suzuki, Y., Nishio, S., Oh-Oka, H. (1992), “Mechanical properties of undisturbed Tone-River Gravel obtained by In-situ freezing method”, Soils and Foundations, 32(3),
pp.15-25.
-Budiman, J. S., Mohammadi, J. and Bandi, S., (1995), “Effect of large inclusions on liquefaction of sands, Static and Dynamic Properties of Gravelly Soils”, Geotechnical Special Publication, ASCE, 56, pp.48-63.
-Bray, J., Sancio, R., (2006), “Assessment of the liquefaction susceptibility of fine-grained soils”, Journal Geotechnical Geoenvironmental Engineering, ASCE, 1(32), pp.1165-1177.
-Siddiqi, F. H., Seed, R. B., Chan, C. K., Seed, H. B., Pyke, R. M., (1987), “Strength evaluation of coarse-grained soils”, Report No. UCB/EERC-87/22, University of California, Berkeley.
-Evans, M. D., Zhou, S., (1995), “Liquefaction behavior of sand-gravel composites”, Journal of Geotechnical Engineering, ASCE, 121(3), pp.287-98.
DOI:10.1061 (ASCE)07339410(1995)121:3(287).
-Castro, G., (1975), “Liquefaction and cyclic mobility of saturated sands”, Journal of the Soil Mechanics and Foundations Division, ASCE, 101(GT6), pp.551-556.
-Seed, R. B., Cetin, K. O., Moss, R. E. S., Kammerer, A. M., Wu, J., Pestana, J. M. (2003), “Recent advances in soil liquefaction engineering: a unified and consistent framework, 26th”.
-Annual ASCE Los Angeles Geotechnical Spring Seminar, Keynote Presentation, H. M. S., (2012), Queen Mary, Long Beach, California, April 30, pp.1-71.
-Liu, J., (2012), “Liquefaction resistant on Monterey No.0/30 sand”, MSc Thesis, University of Colorado Denver, Department of Civil Engineering.
-Wong, R.T., Seed, H.B., Chan, C. K., (1974), “Liquefaction of gravelly soils under cyclic loading conditions”, Earthquake Engineering Research Center, Report No. UCB/EERC 74-11, University of California, Berkeley.
-Hara, T., Kokusho, T., Hiraoka, R., (2004), “Undrained strength of gravelly soils with different particle gradation”, 13th World Conference on Earthquake Engineering, Vancouver BC, Canada, August 1-6, Paper
No. 144.
-Jafari, M.K., Shafiee, A., (1998), “Dynamic behavior of mixed materials used for core of Karkheh dam”, Proceedings of 11th. European Conference on Earthquake Engineering,
pp.1-179.
-Jafari, M.K., Shafiee, A., (2004), “Mechanical behavior of compacted composite clays”, Canadian Geotechnical Journal, 41(6), pp.1152-1167.
-Ishihara, K., Koseki, J., (1989), “Cyclic shear strength of fines-containing sands”, Earthquake and Geotech. Engrg., Japanese Society of Soil Mechanics and Foundation Engineering, Tokyo, pp.101-106.
-Siddiqi, F.H., (1984), “Strength evaluation of cohesionless soils with oversize particles”, Ph.D. dissertation, University of California, Berkeley.
-Shahnazari, H., Heshmati, A.A., Sarbaz, H., (2015), “Effect of cyclic pre-straining on the dynamic behavior of very dense sand”,
KSCE Journal of Civil Engineering, 19(1), pp.63-73.
-Tiedemann, D. A., Kaufman, L. P. Rosenfield, J., (1984), “Determining dynamic properties for embankment dams from laboratory testing”, U.S. Department of Interior, Bureau of Reclamation Report No. REC-ERC- 84-17, Denver CO, December, pp.1-34.
-ASTM D1557, (2007), “Standard test methods for laboratory compaction characteristics of soil using modified effort”, ASTM International, West Conshohocken, PA,
www.astm.org.
-Aghaei Araei, A., (2002), “Back analysis of deformations induced during first impounding of Masjed-e-Soleyman dam”, MSc Thesis, Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran (In Persian).
-Aghaei Araei, A., et al., (2018), “Cyclic bevarior of high compacted gravelly soils”, Research project, Road, housing and Urban Development Research Center (BHRC), Pub. No. R-831 (In Persian).
-Aghaei Araei, A., Razeghi, H.R., Ghalandarzadeh, A. Tabatabaei, S.H., (2012), “Effects of loading rate and initial stress state on stress-strain behavior of rockfill materials under monotonic and cyclic loading conditions”, Scientia Iranica, Trans. A, Civil Eng., 19(5), pp.1220-1235.
-Haeri, S.M., Raeesi, R., Shahcheraghi, S.A. (2016), “Elimination of membrane compliance using fine sandy coating on gravelly soil specimens”, 5th International Conference on Geotechnical Engineering and Soil Mechanics, November 15-17, pp.1-7.
-Porcino, D., Marciano, V. Ghionna, V.N. (2009), “Influence of cyclic pre-shearing on undrained behaviour of carbonate sand in simple shear tests”, International Journal Geomechanics and Geoengineering, 4,
pp.151-161.
-Seed, H.B., Martin, P.P. Lysmer, J., (1975), “The generation and dissipation of pore water pressures during soil liquefaction”, Earthquake Engineering Research Center, University of California at Berkeley, Report
No. UBC/EERC-75/26.
-Nielsen, S.K., Shajarati, A., Sørensen, K.W., Ibsen, L.B., (2012), “Behaviour of dense Frederikshavn sand during cyclic loading”, Department of Civil Engineering, Aalborg University, Denmark, DCE Technical Memorandum, No.15.
-Suzuki, M. Yamamoto, T., (2004), “Liquefaction characteristic of undrained volcanic soil in cyclic triaxial test”, 13th World Conference on Earthquake Engineering, Vancouver.
-Polito, C., Green, R. A., Dillon, E., Sohn, C., (2013), “Effect of load shape on relationship between dissipated energy and residual excess pore pressure generation in cyclic triaxial tests”, Canadian Geotechnical Journal, 50, pp.1118-1128.
-Ishihara K., (1993), “Liquefaction and flow failure during earthquakes Geotechnique, 43 (3), pp.351-415.
-Seed H, Idriss I., (1982), “Ground motions and soil liquefaction during earthquakes: engineering monographs on earthquake criteria, structural design, and strong motion records”, MNO-5, Earthquake Engineering Research Institute, Oakland, Calif., pp.134.
-Leps, T.M., (1974), “Crane Valley dam,” Inc. Atherton, Calif., May.
-Gazetas, G., Dakoulas, P., (1992), “Seismic analysis and design of rockfill dams: state-of-the-art”, Soil Dynamics and Earthquake Engineering, 11, pp.27-61.
-Seed, H.B., (1976), “Evaluation of soil liquefaction effects on level ground during earthquakes”, State-of-the-art-paper, Liquefaction problems in geotechnical engineering. Meeting preprint 2752, ASCE Annual Convention, Philadelphia, Pa,
pp.1-104.
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