Discussion of “Forewarning of Static Liquefaction Landslides” by Abouzar Sadrekarimi
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References
Ayala, J., A. Fourie, and D. Reid. 2020. “Cone penetration testing on silty tailings using a new small calibration chamber.” Geotech. Lett. 10 (4): 492–497. https://doi.org/10.1680/jgele.20.00037.
Chu, J., W. K. Leong, W. L. Loke, and D. Wanatowski. 2012. “Instability of loose sand under drained conditions.” J. Geotech. Geoenviron. Eng. 138 (2): 207–216. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000574.
Eckersley, D. 1990. “Instrumented laboratory flowslides.” Géotechnique 40 (3): 489–502. https://doi.org/10.1680/geot.1990.40.3.489.
Huang, A.-B., J.-T. Lee, Y.-T. Ho, Y.-F. Chiu, and S.-Y. Cheng. 2012. “Stability monitoring of rainfall-induced deep landslides through pore pressure profile measurements.” Soils Found. 52 (4): 737–747. https://doi.org/10.1016/j.sandf.2012.07.013.
Jefferies, M. 1997. “Plastic work and isotropic softening in unloading.” Geotechnique 47 (5): 1751–7656. https://doi.org/10.1680/geot.1997.47.5.1037.
Jefferies, M., N. R. Morgenstern, D. V. Van Zyl, and J. Wates. 2019. Report on NTSF embankment failure, Cadia valley operations, for Ashurst Australia. Sydney, Australia: Ashurst Australia.
Jefferies, M. G. 1993. “Nor-Sand: A simle critical state model for sand.” Géotechnique 43 (1): 91–103. https://doi.org/10.1680/geot.1993.43.1.91.
Jefferies, M. G., and K. Been. 2015. Soil liquefaction: A critical state approach. Boca Raton, FL: CRC Press.
Keyhani, R., and S. M. Haeri. 2013. “Evaluation of the effect of anisotropic consolidation and principle stress rotation on undrained behavior of silty sands.” Sci. Iran. 20 (6): 1637–1653.
Morgenstern, N., D. van Zyl, and S. G. Vick. 2015. “Report on mount polley tailings storage facility breach—Independent expert engineering investigation and review panel.” Province of British Columbia. Accessed January 30, 2015. https://www.mountpolleyreviewpanel.ca/sites/default/files/report/ReportonMountPolleyTailingsStorageFacilityBreach.pdf.
Morgenstern, N. R., S. G. Vick, C. B. Viotti, and B. D. Watts. 2016. Fundão Tailings dam review panel: Report in the immediate causes of the failure of the Fundão Dam. New York: Cleary Gottlieb Steen & Hamilton.
Moriwaki, H., T. Inokuchi, T. Hattanji, K. Sassa, H. Ochiai, and G. Wang. 2004. “Failure processes in a full-scale landslide experiment using a rainfall simulator.” Landslides 1 (4): 277–288. https://doi.org/10.1007/s10346-004-0034-0.
Nakata, Y., M. Hyodo, H. Murata, and N. Yasufuku. 1998. “Flow deformation of sands subjected to principal stress rotation.” Soils Found. 38 (2): 115–128. https://doi.org/10.3208/sandf.38.2_115.
Okura, Y., H. Kitahara, H. Ochiai, T. Sammori, and A. Kawanami. 2002. “Landslide fluidization process by flume experiments.” Eng. Geol. 66 (1–2): 65–78. https://doi.org/10.1016/S0013-7952(02)00032-7.
Olson, S. M., and T. D. Stark. 2003. “Yield strength ratio and liquefaction analysis of slopes and embankments.” J. Geotech. Geoenviron. Eng. 129 (8): 727–737. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:8(727).
Reid, D., et al. 2020. “Results of a critical state line test round robin programme.” Géotechnique 71 (7): 1–49. https://doi.org/10.1680/jgeot.19.P.373.
Reid, D., R. Fanni, and A. B. Fourie. Forthcoming. “Effect of tamping conditions on the shear strength of tailings.” Geotech. Lett.
Reid, D., and A. Fourie. 2019. “A direct simple shear device for static liquefaction triggering under constant shear drained loading.” Géotech. Lett. 9 (2): 142–146. https://doi.org/10.1680/jgele.19.00011.
Sadrekarimi, A. 2014. “Effect of the mode of shear on static liquefaction analysis.” J. Geotech. Geoenviron. Eng. 140 (12): 04014069. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001182.
Sadrekarimi, A. 2016. “Static liquefaction analysis considering principal stress directions and anisotropy.” Geotech. Geol. Eng. 34 (4): 1135–1154. https://doi.org/10.1007/s10706-016-0033-7.
Sasitharan, S., P. K. Robertson, D. C. Sego, and N. R. Morgenstern. 1993. “Collapse behavior of sand.” Can. Geotech. J. 30 (4): 569–577. https://doi.org/10.1139/t93-049.
Sivathayalan, S., and Y. P. Vaid. 2002. “Influence of generalized initial state and principal stress rotation on the undrained response of sands.” Can. Geotech. J. 39 (1): 63–76. https://doi.org/10.1139/t01-078.
Skopek, P., N. R. Morgenstern, P. K. Robertson, and D. C. Sego. 1994. “Collapse of dry sand.” Can. Geotech. J. 31 (6): 1008–1014. https://doi.org/10.1139/t94-115.
Wang, G., and K. Sassa. 2003. “Pore-pressure generation and movement of rainfall-induced landslides: Effects of grain size and fine-particle content.” Eng. Geol. 69 (1–2): 109–125. https://doi.org/10.1016/S0013-7952(02)00268-5.
Yoshimine, M., K. Ishihara, and W. Vargas. 1998. “Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand.” Soils Found. 38 (3): 179–188. https://doi.org/10.3208/sandf.38.3_179.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147 • Issue 10 • October 2021
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© 2021 American Society of Civil Engineers.
History
Received: Dec 10, 2020
Accepted: Feb 9, 2021
Published online: Jul 20, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 20, 2021
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