Liquefaction Susceptibility and Cyclic Response of Intact Nonplastic and Plastic Silts
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 1
Abstract
This study presents the results of a laboratory test program that serves to improve the understanding of the liquefaction susceptibility and cyclic response of intact silts that span sand- and clay-like behaviors. Specimens were prepared from samples characterized with a plasticity index (PI) ranging from 0 to 39, fines content (FC) ranging from 29% to 100%, and overconsolidation ratio (OCR) ranging from 1.0 to 4.2, retrieved from five silt deposits in Western Oregon and Southwest Washington. The roles of PI, FC, and OCR on the 1D compression and monotonic and cyclic strength of nonplastic to plastic silts are identified. Hysteretic metrics proposed to quantify cyclic behavior provided an objective means to distinguish between qualitative judgments of sand-like, intermediate, and clay-like behavior. Prior soil index test-based liquefaction susceptibility criteria exhibited good to poor accuracy; modifications to existing criteria aligned with quantified hysteretic behavior, which together indicate that sand- and clay-like behavior is subject to the intensity and duration of cyclic loading. The variation of cyclic resistance ratio (CRR) and cyclic strength ratio, , with the number of loading cycles, , to reach single amplitude shear strain, , of 3% and 3.75% is presented. The for and 30 appeared constant for and and equal to 0.63 and 0.54, and 0.82 and 0.76, respectively, with an apparent linear trend for . Despite higher void ratios, intact overconsolidated specimens exhibited greater CRR than their mechanically normally consolidated counterparts, highlighting the effects of OCR and natural soil fabric on cyclic resistance. Cyclic tests conducted on specimens consolidated using a quasi-stress history and normalized soil engineering properties (SHANSEP) method exhibited larger CRR than those tested using the recompression method, which is attributed to the smaller void ratios and potentially greater lateral stresses. The recompression technique is preferred for establishing the cyclic response to capture in-situ conditions when testing high-quality samples and where quantification of the preconsolidation stress is uncertain.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available in a repository online in accordance with funder data retention policies. Specifically, the data described herein are available for public access in the Next Generation Liquefaction Database (https://nextgenerationliquefaction.org/about/index.html).
Acknowledgments
This material is based upon work supported by the National Science Foundation under Grant CMMI-1663654, the Oregon Department of Transportation (ODOT) under Grant SPR-304-911 and various ODOT projects, the Port of Portland, the Cascadia Lifelines Program (CLiP), and the Pacific Earthquake Engineering Research (PEER) Center under Grant 1175-NCTRSA. Any opinions, findings, and conclusions or recommendations expressed are those of the authors and do not necessarily reflect the views of the aforementioned sponsors. The writers wish to thank the anonymous reviewers for their helpful comments, which served to improve this paper.
References
Armstrong, R. J., and E. J. Malvick. 2016. “Practical considerations in the use of liquefaction susceptibility criteria.” Earthquake Spectra 32 (3): 1941–1950. https://doi.org/10.1193/071114EQS100R.
ASTM. 2012. Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading. ASTM-D4186/4186M. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard practices for preserving and transporting soil samples. ASTM-D4220. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard practice for thin-walled tube sampling of fine-grained soils for geotechnical purposes. ASTM-D1587/1587M. West Conshohocken, PA: ASTM.
Becker, D., J. Crooks, K. Been, and M. Jefferies. 1987. “Work as a criterion for determining in situ and yield stresses in clays.” Can. Geotech. J. 24 (4): 549–564. https://doi.org/10.1139/t87-070.
Beyzaei, C. Z., J. D. Bray, M. Cubrinovski, S. Bastin, M. Stringer, M. Jacka, S. van Ballegooy, M. Riemer, and R. Wentz. 2020. “Characterization of silty soil thin layering and groundwater conditions for liquefaction assessment.” Can. Geotech. J. 57 (2): 263–276. https://doi.org/10.1139/cgj-2018-0287.
Beyzaei, C. Z., J. D. Bray, M. Cubrinovski, M. Riemer, and M. Stringer. 2018. “Laboratory-based characterization of shallow silty soils in southwest Christchurch.” Soil Dyn. Earthquake Eng. 110 (Jun): 93–109. https://doi.org/10.1016/j.soildyn.2018.01.046.
Bjerrum, L., and A. Landva. 1966. “Direct simple shear tests on a Norwegian quick clay.” Géotechnique 16 (1): 1–20. https://doi.org/10.1680/geot.1966.16.1.1.
Boone, S. J. 2010. “A critical reappraisal of preconsolidation pressure interpretations using the oedometer test.” Can. Geotech. J. 47 (3): 281–296. https://doi.org/10.1139/T09-093.
Boulanger, R. W., and I. M. Idriss. 2004. Evaluating the potential for liquefaction or cyclic failure of silts and clays, 131. Davis, CA: Center for Geotechnical Modeling.
Boulanger, R. W., and I. M. Idriss. 2006. “Liquefaction susceptibility criteria for silts and clays.” J. Geotech. Geoenviron. Eng. 132 (11): 1413–1426. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1413).
Boulanger, R. W., and I. M. Idriss. 2007. “Evaluation of cyclic softening in silts and clays.” J. Geotech. Geoenviron. Eng. 133 (6): 641–652. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:6(641).
Boulanger, R. W., and I. M. Idriss. 2015. “Magnitude scaling factors in liquefaction triggering procedures.” Soil Dyn. Earthquake Eng. 79 (Jun): 296–303. https://doi.org/10.1016/j.soildyn.2015.01.004.
Boulanger, R. W., M. W. Meyers, L. H. Mejia, and I. M. Idriss. 1998. “Behavior of a fine-grained soil during the Loma Prieta earthquake.” Can. Geotech. J. 35 (1): 146–158. https://doi.org/10.1139/t97-078.
Bray, J. D., et al. 2004. “Subsurface characterization at ground failure sites in Adapazari, Turkey.” J. Geotech. Geoenviron. Eng. 130 (7): 673–685. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673).
Bray, J. D., and R. B. Sancio. 2006. “Assessment of the liquefaction susceptibility of fine-grained soils.” J. Geotech. Geoenviron. Eng. 132 (9): 1165–1177. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:9(1165).
Casagrande, A. 1936. “The determination of pre-consolidation load and its practical significance.” In Proc., Int. Conf. on Soil Mechanics and Foundation Engineering, 60. Cambridge, MA: Harvard Univ.
Castro, G., and S. J. Poulos. 1977. “Factors affecting liquefaction and cyclic mobility.” J. Geotech. Geoenviron. Eng. 103 (6): 501–516. https://doi.org/10.1061/AJGEB6.0000433.
Cubrinovski, M., D. Henderson, and B. A. Bradley. 2012. “Liquefaction impacts in residential areas in the 2010–2011 Christchurch earthquakes.” In Proc., Int. Symp. on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, 811–824. Tokyo: Japan Association for Earthquake Engineering.
Dadashiserej, A., A. Jana, A. W. Stuedlein, and T. M. Evans. 2022a. “Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts.” Soil Dyn. Earthquake Eng. 160 (Sep): 107329. https://doi.org/10.1016/j.soildyn.2022.107329.
Dadashiserej, A., A. Jana, A. W. Stuedlein, T. M. Evans, B. Zhang, Z. Xu, K. H. Stokoe, and B. R. Cox. 2022b. “In-Situ and laboratory cyclic response of an alluvial plastic silt deposit.” In Proc., 20th Int. Conf. on Soil Mechanics and Geotechnical Engineering. Alexandria, VA: National Science Foundation.
Dahl, K., R. W. Boulanger, and J. T. DeJong. 2018. “Trends in experimental data of intermediate soils for evaluating dynamic strength.” In Proc., 11th US National Conf. on Earthquake Engineering. Los Angeles: Earthquake Engineering Research Institute.
Dahl, K. R., R. W. Boulanger, J. T. DeJong, and M. W. Driller. 2010. “Effects of sample disturbance and consolidation procedures on cyclic strengths of intermediate soils.” In Proc., the 5th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symp. in Honor of Professor I.M. Idriss, 1–20. Rolla, MO: Missouri Univ. of Science and Technology.
Dahl, K. R., J. T. DeJong, R. W. Boulanger, R. Pyke, and D. Wahl. 2014. “Characterization of an alluvial silt and clay deposit for monotonic, cyclic, and post-cyclic behavior.” Can. Geotech. J. 51 (4): 432–440. https://doi.org/10.1139/cgj-2013-0057.
DeJong, J. T., C. P. Krage, B. M. Albin, and D. J. DeGroot. 2018. “Work-based framework for sample quality evaluation of low plasticity soils.” J. Geotech. Geoenviron. Eng. 144 (10): 04018074. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001941.
Dyvik, R., S. Lacasse, T. Berre, and B. Raadim. 1987. “Comparison of truly undrained and constant volume direct simple shear tests.” Géotechnique 37 (1): 3–10. https://doi.org/10.1680/geot.1987.37.1.3.
Erken, A., and B. C. Ulker. 2007. “Effect of cyclic loading on monotonic shear strength of fine-grained soils.” Eng. Geol. 89 (3–4): 243–257. https://doi.org/10.1016/j.enggeo.2006.10.008.
Goldfinger, C., et al. 2012. Turbidite event history—Methods and implications for holocene paleoseismicity of the Cascadia subduction zone, 184. Reston, VA: USGS.
Grozic, J. L. H., T. Lunne, and S. Pande. 2003. “An oedometer test study on the preconsolidation stress of glaciomarine clays.” Can. Geotech. J. 40 (5): 857–872. https://doi.org/10.1139/t03-043.
Grozic, J. L. H., T. Lunne, and S. Pande. 2005. “Reply to the discussion by Clementino on an oedometer test study on the preconsolidation stress of glaciomarine clays.” Can. Geotech. J. 42 (3): 975–976. https://doi.org/10.1139/t05-011.
Hazirbaba, K., and E. M. Rathje. 2009. “Pore pressure generation of silty sands due to induced cyclic shear strains.” J. Geotech. Geoenviron. Eng. 135 (12): 1892–1905. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000147.
Idriss, I. M., and R. W. Boulanger. 2008. Soil liquefaction during earthquakes: Monograph MNO-12. Oakland, CA: Earthquake Engineering Research Institute.
Jana, A., A. Dadashiserej, B. Zhang, A. W. Stuedlein, T. M. Evans, K. H. Stokoe II, and B. Cox. 2022. “Use and comparison of multi-directional vibroseis mobile shaking and controlled blasting to determine the in-situ dynamic nonlinear inelastic response of a low plasticity silt deposit.” J. Geotech. Geoenviron. Eng. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002924.
Jana, A., and A. W. Stuedlein. 2021. “Monotonic, cyclic and post-cyclic response of an alluvial plastic silt deposit.” J. Geotech. Geoenviron. Eng. 147 (3): 04020174. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002462.
Kaya, Z., and A. Erken. 2015. “Cyclic and post-cyclic monotonic behavior of Adapazari soils.” Soil Dyn. Earthquake Eng. 77 (Oct): 83–96. https://doi.org/10.1016/j.soildyn.2015.05.003.
Kutter, B. L., and N. Sathialingam. 1992. “Elastic-viscoplastic modelling of the rate-dependent behaviour of clays.” Géotechnique 42 (3): 427–441. https://doi.org/10.1680/geot.1992.42.3.427.
Ladd, C. C. 1991. “Stability evaluation during staged construction.” J. Geotech. Eng. 117 (4): 540–615. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:4(540).
Ladd, C. C., and D. J. DeGroot. 2004. Recommended practice for soft ground site characterization: Arthur Casagrande lecture, 60. Boston: Massachusetts Institute of Technology.
Landon, M. E., C. Marchetti, and D. J. DeGroot. 2018. “Constant rate of strain consolidation testing of saturated cohesive soils without back pressure saturation.” Geotech. Test. J. 41 (2): 20170030. https://doi.org/10.1520/GTJ20170030.
Lefebvre, G., and D. LeBouef. 1987. “Rate effects and cyclic loading of sensitive clays.” J. Geotech. Geoenviron. Eng. 113 (5): 476–489. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:5(476).
Lefebvre, G., and P. Pfendler. 1996. “Strain rate and preshear effects in cyclic resistance of soft clay.” J. Geotech. Eng. 122 (1): 21–26. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:1(21).
Maurer, B. W., R. A. Green, S. van Ballegooy, and L. Wotherspoon. 2019. “Development of region-specific soil behavior type index correlations for evaluating liquefaction hazard in Christchurch, New Zealand.” Soil Dyn. Earthquake Eng. 117 (Feb): 96–105. https://doi.org/10.1016/j.soildyn.2018.04.059.
Polito, C. P., and E. L. Sibley. 2020. “Threshold fines content and behavior of sands with nonplastic silts.” Can. Geotech. J. 57 (3): 462–465. https://doi.org/10.1139/cgj-2018-0698.
Price, A., J. DeJong, and R. Boulanger. 2017. “Cyclic loading response of silt with multiple loading events.” J. Geotech. Geoenviron. Eng. 143 (10): 04017080. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001759.
Romero, S. 1995. “The behavior of silt as clay content is increased.” M.S. thesis, Dept. of Civil and Environmental Engineering, Univ. of Calif.
Sanin, M., and D. Wijewickreme. 2006. “Cyclic shear response of channel-fill Fraser River Delta silt.” Soil Dyn. Earthquake Eng. 26 (9): 854–869. https://doi.org/10.1016/j.soildyn.2005.12.006.
Seed, H. B., I. M. Idriss, F. Makdisi, and N. Banerjee. 1975. Representation of irregular stress time histories by equivalent uniform stress series in liquefaction analyses. Berkeley, CA: Univ. of California at Berkeley.
Simpson, D. C., and T. M. Evans. 2016. “Behavioral thresholds in mixtures of sand and kaolinite clay.” J. Geotech. Geoenviron. Eng. 142 (2): 04015073. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001391.
Sriskandakumar, S. 2004. “Cyclic loading response of Fraser River sand for validation of numerical models simulating centrifuge tests.” M.S. thesis, Dept. of Civil Engineering, Univ. of British Columbia.
Stokoe, K. H., J. N. Roberts, S. Hwang, B. R. Cox, and F. Menq. 2016. “Effectiveness of inhibiting liquefaction triggering by shallow ground improvement methods: Field shaking trials with T-Rex at one area in Christchurch, New Zealand.” In Proc., 24th Geotechnical Conf. of Torino. Oxfordshire, UK: Taylor & Francis.
Stokoe, K. H., and J. C. Santamarina. 2000. “Seismic-wave-based testing in geotechnical engineering.” In Proc., Int. Conf. on Geotechnical and Geological Engineering, 1490–1536. Lanchester, PA: Technomic.
Stuedlein, A., T. Evans, A. Dadashiserej, and A. Jana. 2021. “Cyclic response and softening of Western Oregon silts and assessment within the simplified method framework with updates relevant for application to the Cascadia subduction zone.” In Final report, version 2, Cascadia lifelines program. Corvallis, OR: Oregon State Univ.
Tsuchida, H. 1970. “Prediction and countermeasure against the liquefaction in sand deposits.” In Proc., Abstract of the seminar in the Port and Harbor Research Institute, 31–333. Yokosuka City, Japan: Port and Airport Research Institute.
Umar, M., and A. Sadrekarimi. 2017. “Accuracy of determining pre-consolidation pressure from laboratory tests.” Can. Geotech. J. 54 (3): 441–450. https://doi.org/10.1139/cgj-2016-0203.
Wang, L., and J. Frost. 2004. “Dissipated strain energy method for determining preconsolidation pressure.” Can. Geotech. J. 41 (4): 760–768. https://doi.org/10.1139/t04-013.
Wijewickreme, D., A. Soysa, and P. Verma. 2019. “Response of natural fine-grained soils for seismic design practice: A collection of research findings from British Columbia, Canada.” Soil Dyn. Earthquake Eng. 124 (Sep): 280–296. https://doi.org/10.1016/j.soildyn.2018.04.053.
Wijewickreme, D., S. Sriskandakumar, and P. Byrne. 2005. “Cyclic loading response of loose air-pluviated Fraser River sand for validation of numerical models simulating centrifuge tests.” Can. Geotech. J. 42 (2): 550–561. https://doi.org/10.1139/t04-119.
Yamamuro, J. A., A. E. Abrantes, and P. V. Lade. 2011. “Effect of strain rate on the stress-strain behavior of sand.” J. Geotech. Geoenviron. Eng. 137 (12): 1169–1178. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000542.
Zeghal, M., and A. W. Elgamal. 1994. “Analysis of site liquefaction using earthquake records.” J. Geotech. Eng. 120 (6): 996–1017. https://doi.org/10.1061/(ASCE)0733-9410(1994)120:6(996).
Zergoun, M., and Y. Vaid. 1994. “Effective stress response of clay to undrained cyclic loading.” Can. Geotech. J. 31 (5): 714–727. https://doi.org/10.1139/t94-083.
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Received: Feb 7, 2022
Accepted: Aug 22, 2022
Published online: Nov 15, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 15, 2023
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