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Technical Papers
Aug 3, 2020

Experimental Evidence of the Effectiveness and Applicability of Colloidal Nanosilica Grouting for Liquefaction Mitigation

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 10

Abstract

The low viscosity and the ability to control solidification rate make colloidal nanosilica grout an excellent ground-improvement solution which is functional for different engineering purposes. A comprehensive experimental programme was performed to test the effectiveness and applicability of low-pressure injection of aqueous nanosilica suspensions against seismic liquefaction and to provide the experimental basis for the design, execution, and control of treatments. Scanning electron microscope and X-ray diffraction tests carried out on samples prepared with variable dosages enabled analysis of the microstructure of the original material and grouted sand. The influence of the grout composition on the solidification rate, viscosity, and shear strength of the treated sand was evaluated with preliminary tests to optimize the use of material. The efficacy of treatment in terms of stress–strain response and liquefaction resistance was investigated with a series of drained monotonic and undrained cyclic triaxial tests. A quality control procedure based on sonic wave transmission was established by performing bender element tests on samples cured for different times. The intent was to find the trade-off between a cost-effective use of materials and the mechanical performance of the treated sand.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors acknowledge the contribution by the EU-funded project LIQUEFACT “Assessment and mitigation of liquefaction potential across Europe: a holistic approach to protect structures/infrastructures for improved resilience to earthquake-induced liquefaction disasters,” Project ID 700748, funded under H2020-DRS-2015.

References

Agapoulaki, G. I., and A. G. Papadimitriou. 2018. “Rheological properties of colloidal silica grout for passive stabilization against liquefaction.” J. Mater. Civ. Eng. 30 (10): 04018251. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002377.
Arroyo, M., D. Muir Wood, and P. D. Greening. 2003. “Source near-field effects and pulse tests in soil samples.” Géotechnique 53 (3): 337–345. https://doi.org/10.1680/geot.2003.53.3.337.
ASTM. 2000. Standard test method for laboratory miniature vane shear test for saturated fine-grained clayey soil. ASTM D4648-00. West Conshohocken, PA: ASTM.
ASTM. 2007. Standard test method for particle-size analysis of soils (withdrawn 2016). ASTM D422-63(2007)e2. West Conshohocken, PA: ASTM.
BASF Chemicals. 2017. “Technical datasheet of MasterRoc MP 325.” Accessed November 6, 2017. https://assets.master-builders-solutions.com/it-it/basf-masterroc%20mp%20325%20mar_2020.pdf.
Bhattacharya, S., M. Hyodo, K. Goda, T. Tazoh, and C. A. Taylor. 2011. “Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake.” Soil Dyn. Earthquake Eng. 31 (11): 1618–1628. https://doi.org/10.1016/j.soildyn.2011.06.006.
Bird, J. F., and J. J. Bommer. 2004. “Earthquake losses due to ground failure.” Eng. Geol. 75 (2): 147–179. https://doi.org/10.1016/j.enggeo.2004.05.006.
Bouchelagem, F., and L. Vulliet. 2001. “Mathematical and numerical filtration–advection–dispersion model of miscible grout propagation in saturated porous media.” Int. J. Numer. Anal. Methods Geomech. 25 (12): 1195–1227.
Boulanger, R. W., and I. M. Idriss. 2014. CPT and SPT based liquefaction triggering procedures. Davis, CA: Dept. of Civil and Environmental Engineering, Univ. of California at Davis.
Bray, J. D., and J. Macedo. 2017. “6th Ishihara lecture: Simplified procedure for estimating liquefaction induced building settlement.” Soil Dyn. Earthquake Eng. 102 (Nov): 215–231. https://doi.org/10.1016/j.soildyn.2017.08.026.
Bullock, Z., Z. Karimi, S. Dashti, K. Porter, A. B. Liel, and K. W. Franke. 2018. “A physics-informed semi-empirical probabilistic model for the settlement of shallow-founded structures on liquefiable ground.” Géotechnique 69 (5): 406–419. https://doi.org/10.1680/jgeot.17.P.174.
Burbank, M., T. Weaver, R. Lewis, T. Williams, B. Williams, and R. Crawford. 2013. “Geotechnical tests of sands following bioinduced calcite precipitation catalyzed by indigenous bacteria.” J. Geotech. Geoenviron. Eng. 139 (6): 928–936. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000781.
Butron, C. 2005. “Mechanical behaviour of silica Sol: Laboratory studies under controlled stress conditions during the first five months of hardening process.” Master' thesis, Dept. of Civil and Environmental Engineering, Division of GeoEngineering and Geology, Chalmers Univ. of Technology.
Canterbury Development Corporation. 2014. Christchurch economic infrastructure situation report 2014. Christchurch, New Zealand: Canterbury Development Corporation.
CEN (European Committee for Standardization). 2004. Geotechnical design. Part 1: General rules. EN 1997-1, Eurocode 7. Brussels, Belgium: CEN.
Chang, W., E. M. Rathje, K. H. Stokoe, and B. R. Cox. 2004. “Direct evaluation of effectiveness of prefabricated vertical drains in liquefiable sand.” Soil Dyn. Earthquake Eng. 24 (9–10): 723–731. https://doi.org/10.1016/j.soildyn.2004.06.007.
Chiaradonna, A., G. Tropeano, A. d’Onofrio, and F. Silvestri. 2018a. “Development of a simplified model for pore water pressure build-up induced by cyclic loading.” Bull. Earthquake Eng. 16 (9): 3627–3652. https://doi.org/10.1007/s10518-018-0354-4.
Chiaradonna, A., G. Tropeano, A. d’Onofrio, and F. Silvestri. 2018b. “Interpreting the deformation phenomena of a levee damaged during the 2012 Emilia earthquake.” Soil Dyn. Earthquake Eng. 124 (Sep): 389–398. https://doi.org/10.1016/j.soildyn.2018.04.039.
Consoli, N. C., D. Winter, H. B. Leon, and H. C. Scheuermann Filho. 2018. “Durability, strength, and stiffness of green stabilized sand.” J. Geotech. Geoenviron. Eng. 144 (9): 04018057. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001928.
Croce, P., A. Flora, and G. Modoni. 2014. Jet grouting: Technology, design and control. Boca Raton, FL: CRC Press.
Cubrinovski, M. 2013. “Liquefaction-induced damage in the 2010–2011 Christchurch (New Zealand) earthquakes.” In Proc., 7th Int. Conf. on Case Histories in Geotechnical Engineering. Columbia, MO: Univ. of Missouri.
D’Appolonia, E. 1954. “Loose sands—Their compaction by vibroflotation.” In Proc., STP156-EB Symp. on Dynamic Testing of Soils. West Conshohocken, PA: ASTM.
D’Apuzzo, M., A. Esposito, A. Evangelisti, R.-L. Spacagna, L. Paolella, and G. Modoni. 2019. “Strategies for the assessment of risk induced by seismic liquefaction on road networks.” In Proc., of the 29th European Safety and Reliability Conference, edited by B. Michael and Z. Enrico. Singapore: Research Publishing Services.
Donovan, N. C., A. M. Becker, and G. Y. Lau. 1984. “Liquefaction mitigation by site improvement—A case study.” In Vol. of Proc., 8th World Conf. on Earthquake Engineering, 693–700. Upper Saddle River, NJ: Prentice Hall.
Dyvik, R., and C. Madshus. 1985. “Lab measurements of Gmax using bender elements.” In Proc., Advances in the Art of Testing Soils Under Cyclic Conditions, 186–197. Reston, VA: ASCE.
El Mohtar, C. S., A. Bobet, M. C. Santagata, V. P. Drnevich, and C. T. Johnston. 2013. “Liquefaction mitigation using bentonite suspensions.” J. Geotech. Geoenviron. Eng. 139 (8): 1369–1380. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000865.
Ferreira, C., A. Viana da Fonseca, F. Diaz-Duran, and G. Cascante. 2019. “New developments in bender element testing.” In Proc., 7th Int. Conf. on Earthquake Geotechnical Engineering. Boca Raton, FL: CRC Press, Taylor and Francis Group.
Fioravante, V., et al. 2013. “Earthquake geotechnical engineering aspects of the 2012 Emilia Romagna earthquake (Italy).” In Proc., 7th Int. Conf. on Case Histories in Geotechnical Engineering. Madison, WI: Omnipress.
Gallagher, P. M. 2000. “Passive site remediation for mitigation of liquefaction risk.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Virginia Tech.
Gallagher, P. M., and Y. Lin. 2009. “Colloidal silica transport through liquefiable porous media.” J. Geotech. Geoenviron. Eng. 135 (11): 1702–1712. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000123.
Gallagher, P. M., and J. K. Mitchell. 2002. “Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand.” Soil Dyn. Earthquake Eng. 22 (9): 1017–1026. https://doi.org/10.1016/S0267-7261(02)00126-4.
Green, R. A., and G. A. Terri. 2005. “Number of equivalent cycles concept for liquefaction evaluations—Revisited.” J. Geotech. Geoenviron. Eng. 131 (4): 477–488. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:4(477).
Hamderi, M., and P. M. Gallagher. 2013. “An optimization study on the delivery distance of colloidal silica.” Sci. Res. Essays 8 (27): 1314–1323. https://doi.org/10.5897/SRE11.2034.
Han, J. 2015. Principles and practice of ground improvement. New York: Wiley.
Hench, L. L. 1998. Sol-gel silica: Properties, processing and technology transfer. Norwich, NY: William Andrew.
Huang, Y., and L. Wang. 2016. “Laboratory investigation of liquefaction mitigation in silty sand using nanoparticles.” Eng. Geol. 204 (Apr): 23–32. https://doi.org/10.1016/j.enggeo.2016.01.015.
Iler, R. K. 1979. The chemistry of silica: Solubility, polymerization, colloid and surface properties, and biochemistry of silica. New York: Wiley.
Iolli, S., G. Modoni, G. Chiaro, and E. Salvatore. 2015. “Predictive correlations for the compaction of clean sands.” Transp. Geotech. 4 (Sep): 38–49. https://doi.org/10.1016/j.trgeo.2015.06.004.
Irfan, M., G. Cascante, and D. Basu. 2019. “Evaluation of bender transmitter response inside soil using novel laser measurements.” In Proc., 7th Int. Conf. on Earthquake Geotechnical Engineering. Boca Raton, FL: CRC Press, Taylor and Francis Group.
Ishihara, K. 1993. “Liquefaction and flow failure during earthquakes.” Géotechnique 43 (3): 351–451. https://doi.org/10.1680/geot.1993.43.3.351.
JGS (Japanese Geotechnical Society). 1998. Remedial measures against soil liquefaction from investigation and design to implementation. Rotterdam, Netherlands: A.A. Balkema.
Karol, R. H. 1968. “Chemical grouting technology.” J. Soil Mech. Found. Eng. 94 (1): 175–204.
Kirsch, K., and A. Bell. 2012. Ground improvement. 3rd ed. Boca Raton, FL: CRC Press.
Kirsch, K., and F. Kirsch. 2016. Ground improvement by deep vibratory methods. 2nd ed. Boca Raton, FL: CRC Press.
Klug, H. P., and L. E. Alexander. 1974. X-ray diffraction procedures: For polycrystalline and amorphous materials. Hoboken, NJ: Wiley.
Ladd, R. S. 1978. “Preparing test specimens using undercompaction.” Geotech. Test. J. 1 (1): 16–23. https://doi.org/10.1520/GTJ10364J.
Lee, J. S., and J. C. Santamarina. 2005. “Bender elements: Performance and signal interpretation.” J. Geotech. Geoenviron. Eng. 131 (9): 1063–1070. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:9(1063).
Liao, H. J., C. C. Huang, and B. S. Chao. 2003. “Liquefaction resistance of a colloid silica grouted sand.” In Proc., 3rd Int. Conf. on Grouting and Ground Treatment, edited by L. F. Johnsen, D. A. Bruce, and M. J. Byle, 1305–1313. Reston, VA: ASCE. https://doi.org/10.1061/9780784406632.
Lyman, A. K. B. 1941. “Compaction of cohesionless foundation soils by explosives.” Proc. Am. Soc. Civ. Eng. 67 (5): 769–780.
Manassero, V., and G. Di Salvo. 2012. “Two difficult tunnelling problems solved by using permeation grouting: The excavation of submerged large size tunnels for Roma and Napoli metro projects.” In Proc., 4th Int. Conf. on Grouting and Deep Mixing, edited by L. F. Johnsen, D. A. Bruce, and M. J. Byle, 1972–1984. Reston, VA: ASCE.
Mayne, P. W., J. S. Jones Jr., and J. C. Dumas. 1984. “Ground response to dynamic compaction.” J. Geotech. Eng. 110 (6): 757–774. https://doi.org/10.1061/(ASCE)0733-9410(1984)110:6(757).
Mele, L., J. T. Tian, S. Lirer, A. Flora, and J. Koseki. 2018. “Liquefaction resistance of unsaturated sands: Experimental evidence and theoretical interpretation.” Géotechnique 69 (6): 541–553. https://doi.org/10.1680/jgeot.18.P.042.
Modoni, G., M. Albano, E. Salvatore, and J. Koseki. 2018. “Effects of compaction on the seismic performance of embankments built with gravel.” Soil Dyn. Earthquake Eng. 106: 231–242.
Modoni, G., A. Flora, C. Mancuso, C. Viggiani, and F. Tatsuoka. 2000. “Evaluation of gravel stiffness by pulse wave transmission tests.” Geotech. Test. J. 23 (4): 506–521.
Modoni, G., R. L. Spacagna, L. Paolella, E. Salvatore, A. Rasulo, and L. Martelli. 2019. “Liquefaction risk assessment: Lesson learned from a case study.” In Proc., 7th Int. Conf. on Earthquake Geotechnical Engineering. Boca Raton, FL: CRC Press, Taylor and Francis Group.
Mori, L., M. Mooney, and M. Cha. 2018. “Characterizing the influence of stress on foam conditioned sand for EPB tunneling.” Tunnelling Underground Space Technol. 71 (Jan): 454–465. https://doi.org/10.1016/j.tust.2017.09.018.
Moridis, G., J. Apps, P. Persoff, L. Myer, S. Muller, K. Pruess, and P. Yen. 1996. A field test of a waste containment technology using a new generation of injectable barrier liquids. Berkeley, CA: Lawrence Berkeley National Laboratory.
Mortensen, B. M., and J. T. Dejong. 2011. “Strength and stiffness of MICP treated sand subjected to various stress paths.” In Proc., Geo-Frontiers Congress 2011. Reston, VA: ASCE.
Nguyen, T. V., D. Rayamajhi, R. W. Boulanger, S. A. Ashford, J. Lu, A. Elgamal, and L. Shao. 2012. “Effects of DSM grids on shear stress distribution in liquefiable soil.” In Proc., GeoCongress 2012, State of the Art and Practice in Geotechnical Engineering, edited by R. D. Hryciw, A. Athanasopoulos-Zekkos, and N. Yesiller, 1948–1957. Reston, VA: ASCE.
Park, S. S., Z. An, S. R. Ye, S. B. Lee, and K. H. Chae. 2015. Vol. 17 of Geophysical Research Abstracts,. Munich, Germany: European Geosciences Union.
Pedrotti, M., C. Wong, G. El Mountassir, and R. J. Lunn. 2017. “An analytical model for the control of silica grout penetration in natural groundwater systems.” Tunnelling Underground Space Technol. 70 (Nov): 105–113. https://doi.org/10.1016/j.tust.2017.06.023.
Persoff, P., J. A. Apps, and G. J. Moridis. 1999. “Effect of dilution and contaminants on strength and hydraulic conductivity of sand grouted with colloidal silica gel.” J. Geotech. Geoenviron. Eng. 125 (6): 461–469. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(461).
Persoff, P., G. J. Moridis, J. Apps, K. Pruess, and S. J. Muller. 1994. Designing injectable colloidal silica barriers for waste isolation at the Hanford site. In In-situ remediation: Scientific basis for current and future technologies. Vienna, Austria: International Atomic Energy Agency.
Porcino, D., V. Marcianò, and R. Granata. 2011. “Undrained cyclic response of a silicate grouted sand for liquefaction mitigation purposes.” Geomech. Geoeng. 6 (3): 155–170. https://doi.org/10.1080/17486025.2011.560287.
Salvatore, E., E. Ando, R. Proia, G. Modoni, and G. Viggiani. 2018. “Effect of strain localization on the response of granular materials subjected to monotonic and cyclic triaxial tests.” Ital. Geotech. J. 52 (2): 30–43.
Salvatore, E., E. Andò, G. Modoni, and Viggiani, G. 2016. “Micromechanical study of cyclically loaded sands with x-ray microtomography and digital image correlation.” Procedia Eng. 158: 92–97.
Salvatore, E., G. Modoni, E. Andò, M. Albano, and G. Viggiani. 2017. “Determination of the critical state of granular materials with triaxial tests.” Soils Found. 57 (5): 733–744. https://doi.org/10.1016/j.sandf.2017.08.005.
Salvatore, E., R. L. Spacagna, E. Andò, and M. Ochmanski. 2019. “Geostatistical analysis of strain localization in triaxial tests on sand.” Géotech. Lett. 9 (4): 334–339. https://doi.org/10.1680/jgele.18.00228.
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 analysis. Berkeley, CA: Earthquake Engineering Research Center, College of Engineering, Univ. of California.
Shirley, D. J., and L. D. Hampton. 1978. “Shear-wave measurements in laboratory sediments.” J. Acoust. Soc. Am. 63 (2): 607–613. https://doi.org/10.1121/1.381760.
Spagnoli, G. 2018. “A review of soil improvement with non-conventional grouts.” Int. J. Geotech. Eng. 1–15. https://doi.org/10.1080/19386362.2018.1484603.
Sydansk, R. D. 1990. “A newly developed chromium(III) technology.” SPE Reservoir Eng. 5 (3): 346–352. https://doi.org/10.2118/19308-PA.
Tonkin + Taylor. “Liquefaction damage to Christchurch/Canterbury from series of earthquakes during 2010–2011.” Posted May 9, 2016. YouTube video. https://www.youtube.com/watch?v=rH-UUx5W1rw.
Towhata, I. 2008. Geotechnical earthquake engineering. Berlin: Springer Science & Business Media.
Traldi, D., and P. Levanto. 2016. “Metodi innovativi per il consolidamento e l’impermeabilizzazione in sotterraneo.” Ingegno 47.
Wang, Z., J. Ma, H. Gao, A. W. Stuedlein, J. He, and B. Wang. 2019. “Unified thixotropic fluid model for soil liquefaction.” Géotechnique 1–14. https://doi.org/10.1680/jgeot.17.P.300.
Xiao, P., H. Liu, A. W. Stuedlein, and T. M. Evans. 2019. “Effect of relative density and biocementation on cyclic response of calcareous sand.” Can. Geotech. J. 56 (12): 1849–1862. https://doi.org/10.1139/cgj-2018-0573.
Xiao, P., H. Liu, Y. Xiao, A. W. Stuedlein, and T. M. Evans. 2018a. “Liquefaction resistance of bio-cemented calcareous sand.” Soil Dyn. Earthquake Eng. 107 (Apr): 9–19. https://doi.org/10.1016/j.soildyn.2018.01.008.
Xiao, Y., A. M. Stuedlein, Q. Chen, H. Liu, and P. Liu. 2018b. “Stress-strain-strength response and ductility of gravels improved by polyurethane foam adhesive.” J. Geotech. Geoenviron. Eng. 144 (2): 04017108. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001812.
Yamauchi, T., H. Tezuka, and Y. Tsukamoto. 2017. “Development of rational soil liquefaction countermeasure consisting of lattice-shaped soil improvement by jet grouting for existing housing estates.” In Proc., Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls, edited by H. Hazarika, M. Kazama, and W. F. Lee, 49–59. Tokyo: Springer.
Yasuda, S., K. Harada, K. Ishikawa, and Y. Kanemaru. 2012. “Characteristics of liquefaction in Tokyo Bay area by the 2011 Great East Japan earthquake.” Soils Found. 52 (5): 793–810. https://doi.org/10.1016/j.sandf.2012.11.004.
Yegian, M. K., E. Eseller-Bayat, A. Alshawabkeh, and S. Ali. 2007. “Induced-partial saturation for liquefaction mitigation: Experimental investigation.” J. Geotech. Geoenviron. Eng. 133 (4): 372–380. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(372).
Yonekura, R. 1996. “The developing process and the new concepts of chemical grout in Japan.” In Proc., IS-Tokyo’96, the 2nd Int. Conf. on Ground Improvement Geosystems, edited by R. Yonekura, M. Shibazaki, and M. Terashi, 889–901. Rotterdam, Netherlands: A.A. Balkema.
Yonekura, R., and M. Miwa. 1993. “Fundamental properties of sodium silicate based grout.” In Proc., 11th Southeast Asian Geotechnical Conf., edited by S. L. Lee, K. Y. Tong, and Y. K. Chow, 439–444. Boca Raton, FL: Taylor and Francis Group.
Ziotopoulou, K., and R. W. Boulanger. 2013. “Calibration and implementation of a sand plasticity plane-strain model for earthquake engineering applications.” Soil Dyn. Earthquake Eng. 53 (Oct): 268–280. https://doi.org/10.1016/j.soildyn.2013.07.009.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 10October 2020

History

Received: Jul 8, 2019
Accepted: May 13, 2020
Published online: Aug 3, 2020
Published in print: Oct 1, 2020
Discussion open until: Jan 3, 2021

Authors

Affiliations

Postdoctoral Researcher, Dept. of Civil and Mechanical Engineering, Univ. of Cassino and Southern Lazio, via G. Di Biasio 43, Cassino 03043, Italy (corresponding author). ORCID: https://orcid.org/0000-0003-0578-381X. Email: [email protected]
Associate Professor, Dept. of Civil and Mechanical Engineering, Univ. of Cassino and Southern Lazio, via G. Di Biasio 43, Cassino 03043, Italy. ORCID: https://orcid.org/0000-0001-9200-2502. Email: [email protected]
Maria Cristina Mascolo, Ph.D. [email protected]
Assistant Professor, Dept. of Civil and Mechanical Engineering, Univ. of Cassino and Southern Lazio, via G. Di Biasio 43, Cassino 03043, Italy. Email: [email protected]
Davide Grassi [email protected]
Project Manager Underground Construction, BASF Construction Chemicals Italia Spa, Viale Vicinale delle Corti 21, Treviso 31100, Italy. Email: [email protected]
Global Project and Technology Manager Underground Construction, BASF Construction Solutions GmbH, Dr- Albert-Frank-Str. 32, Trostberg 83308, Germany. ORCID: https://orcid.org/0000-0002-1866-4345. Email: [email protected]

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