2
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Bray, J.D., Macedo, J. (2019). "Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes," Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 145(12). DOI: 10.1061/(ASCE)GT.1943-5606.0002143.
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3
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Bray, J.D., Macedo, J. (2019). "Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes," Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 145(12). DOI: 10.1061/(ASCE)GT.1943-5606.0002143.
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4
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Herweynen, W.J., Bareither, C.A., Scalia, J. (2019). "Shear strength of coal combustion product by vane shear." Coal Combustion and Gasification Products, CCGP Journal; 11:97-111. DOI: 10.4177/CCGP-D-19-00001.1.
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5
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Tian, Z., Bareither, C.A., Scalia, J. (2019). "Development and assessment of a seepage-induced consolidation test apparatus." Geotechnical Testing Journal; In Press, Accepted 14 Jun. DOI: 10.1520/GTJ20180375.
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6
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Hamade, M.M.P., Bareither, C.A. (2019). "Undrained shear behavior of synthetic waste rock and synthetic tailings mixtures." Geotechnical Testing Journal; 42(5):1207-1232. DOI: 10.1520/GTJ20180007.
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7
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Yerro, A., Soga, K., Bray, J.D. (2019). "Runout Evaluation of the Oso Landslide with the Material Point Method." Canadian Geotechnical Journal; 56(9). DOI: 10.1139/cgj-2017-0630.
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8
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Agapito, L.A., Bareither, C.A. (2018). "Application of a one-dimensional large-strain consolidation model to a full-scale tailings storage facility." Minerals Engineering; 119:38-48. DOI: 10.1016/j.mineng.2018.01.013.
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9
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Beyzaei, C.Z., Bray, J.D., van Ballegooy, S., Cubrinovski, S., Bastin, S. (2018). "Depositional environment effects on observed liquefaction performance in silt swamps during the Canterbury earthquake sequence." Soil Dynamics and Earthquake Engineering Journal; 107:303-321, https://doi.org/10.1016/j.soildyn.2018.01.035.
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10
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Beyzaei, C.Z., Bray, J.D., Cubrinovski, S., Riemer, M., Stringer, M. (2018). "Laboratory-Based Characterization of Shallow Silty Soils in Southwest Christchurch." Soil Dynamics and Earthquake Engineering Journal; 110:98-109. DOI.org/10.1016/j.soildyn.2018.01.046.
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11
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Bray, J.D., Macedo, J., Travasarou, T. (2018). "Simplified Procedure for Estimating Seismic Slope Displacements for Subduction Zone Earthquakes." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 144(3):04017124. DOI: 10.1061/(ASCE)GT.1943-5606.0001833.
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12
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Gorakhki, M.H., Bareither, C.A. (2018). "Compression behavior of mine tailings amended with cementitious binders." Geotechnical and Geological Engineering; 36(1):27-47. DOI: 10.1007/s10706-017-0299-4.
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13
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Ghazizadeh, S., Bareither, C.A., Scalia, J., Shackelford, C.D. (2018). "Synthetic mining solutions for laboratory testing of geosynthetic clay liners." Journal of Geotechnical and Geoenvironmental Engineering; 144(10):1-9. DOI: 10.1061/(ASCE)GT.1943-5606.0001953.
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14
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Macedo, J., Bray, J.D., Abrahamson, N., Travasarou, T. (2018). "Performance-based probabilistic seismic slope displacement procedure." Earthquake Spectra Journal, Earthquake Engineering Research Institute; 34(2):673-695. DOI.org/10.1193/122516EQS251M.
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15
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Gorakhki, M.H., Bareither, C.A. (2017). "Sustainable reuse of mine tailings and waste rock in water-balance covers." Minerals; 7(7):128. DOI:10.3390/min7070128.
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16
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Gorakhki, M.H., Bareither, C.A. (2017). "Unconfined compressive strength of mine tailings amended with fly ash." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 143(7):1-14. DOI: 10.3390/min7070128.
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17
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Alhomair, S.A., Gorakhki, M.H., Bareither, C.A. (2017). "Hydraulic conductivity of fly ash-amended mine tailings." Geotechnical and Geological Engineering; 35(1):243-261. DOI: 10.1007/s10706-016-0101-z.
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18
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Dewoolkar, M., Hargy, J., Anderson, I., de Alba, P., Olson, S.M. (2016). "Residual and post-liquefaction strength of a liquefiable sand." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 142(2):11.
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Gorakhki, M.H., Bareither, C.A. (2016). "Effects of salinity on geotechnical characterization of fine-grained soils and mine tailings." Geotechnical Testing Journal; 39(1):1-14. DOI: 10.1520/GTJ20140283.
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Jehring, M.M., Bareither, C.A. (2016). "Tailings composition effects on shear strength behavior of co-mixed mine waste rock and tailings." Acta Geotechnica; 11(5):1147-1166. DOI: 10.1007/s11440-015-0429-1.
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Gorakhki, M.H., Bareither, C.A. (2015). "Salinity effects on sedimentation behavior of kaolin, bentonite, and soda ash mine tailings." Applied Clay Science; 114(9):593-602. DOI: 10.1016/j.clay.2015.07.018.
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Olson, S.M. (2015). "Residual strength of liquefied soil." in Beer, M., Kougioumtzoglou, I.A., Patelli, E., and Au, I.S.-K. (editors). Encyclopedia of Earthquake Engineering, Springer-Verlag Berlin Heidelberg Publishing. https://doi.org/10.1007/978-3-642-35344-4.
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Sadrekarimi, A., Olson, S.M. (2014). "Residual state of sands." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 140(4):10.
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Verdugo, R., Sitar, S. Frost, J.D., Bray, J.D., Candia, G., Eldridge, T., Hashash, Y., Olson, S.M., Urzua, A. (2012). "Seismic Performance of Earth Structures: Dams, Levees, Tailings Dams and Retaining Walls." Earthquake Spectra Journal; 28(S1):S75-S96.
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Sadrekarimi, A., Olson, S.M. (2011). "Critical state friction angle of sands." Geotechnique; 61(7):771-783.
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26
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Sadrekarimi, A., Olson, S.M. (2011). "Yield strength ratios, critical strength ratios, and brittleness of sandy soils from laboratory tests." Canadian Geotechnical Journal; 48(3):493-510.
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27
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Sadrekarimi, A., Olson, S.M. (2010). "Particle damage observed in ring shear tests on sands." Canadian Geotechnical Journal; 47(5):497-515.
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Sadrekarimi, A., Olson, S.M. (2010). "Shear band formation observed in ring shear tests on sandy soils." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 136(2):366-375.
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Bray, J.D., Travasarou, T. (2009). "Pseudostatic Coefficient for Use in Simplified Seismic Slope Stability Evaluation." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 135(9):1336-1340.
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Youd, T.L., DeDen, D.W., Bray, J.D., Sancio, R., Cetin, K.O., Gerber, T. (2009). "Zero-Displacement Lateral Spreads, 1999 Kocaeli, Turkey, Earthquake." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 135(1): 46-61.
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Olson, S.M., Johnson, C.I. (2008). "Use of liquefied strength ratios for analysis of lateral spreads." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 134(8):1035-1049.
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Olson, S.M., Mattson, B.B. (2008). "Mode of shear effects on yield and liquefied strength ratios." Canadian Geotechnical Journal; 45:574-587.
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Bray, J.D., Travasarou, T. (2007). "Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 133(4):381-3
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Bray, J.D., Sancio, R.B. (2006). "Assessment of the Liquefaction Susceptibility of Fine-Grained Soils." J. of Geotechnical and Geoenvironmental Engineering, ASCE; 132(9):1165-1177.
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35
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Olson, S.M. (2006). "Liquefaction analysis of Duncan Dam using strength ratios." Canadian Geotechnical Journal; 43:484-499.
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36
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Wartman, J., Seed, R.B., Bray, J.D. (2005). "Shaking Table Modeling of Seismically Induced Deformation in Slopes." J. of Geotechnical and Geoenvironmental Engineering, ASCE; 131(5):610-622.
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Olson, S.M., Stark, T.D. (2003). "Use of laboratory data to confirm yield and liquefied strength ratio concepts." Canadian Geotechnical Journal; 40(6):1164-1184.
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Olson, S.M., Stark, T.D. (2002). "Liquefied strength ratio from liquefaction case histories." Canadian Geotechnical Journal; 39:629-647.
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Olson, S.M., Stark, T.D., Walton, W.H., Castro, G. (2000). "1907 Static liquefaction flow failure of the north dike of Wachusett Dam." Journal of Geotechnical and Geoenvironmental Engineering, ASCE; 126(12):1184-1193.
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