Stress–Strain–Strength and Hydraulic Performance of Microfine Cement Grouted Sands
Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 10
Abstract
An experimental investigation was conducted in order to evaluate the effectiveness of six new microfine cement grouts obtained by pulverizing three ordinary cements with different chemical composition. Both consolidated-undrained with pore pressure measurement (CU-PP) triaxial compression and hydraulic conductivity tests were conducted on each grouted sand specimen. Grouting increased the stiffness and reduces the hydraulic conductivity of the sands. The shear-strength behavior of the grouted sands was described satisfactorily by the Mohr-Coulomb failure criterion. The bleed capacity of the injected suspensions was a good indicator of the grouting-induced mechanical and hydraulic behavior improvement. Grouting with stable [water to cement ratio ] microfine cement suspensions was superior to grouting with coarser cements at , yielded hydraulic conductivity values as low as , added cohesion reaching 2 MPa and, on the average, increased the initial modulus of elasticity by 10 times, reduced failure deformation by 5 times, and increased the peak strength by 8.5 times. Grouting with unstable microfine cement suspensions provided measurable, but not as pronounced, improvement. A change in stress–strain–strength behavior of grouted sands, associated with the beginning of cementitious bonds breakage, was systematically observed at low axial deformation (0.2%–0.7%).
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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 investigation reported herein is part of the research project PENED-03ED527, cofinanced by the European Social Fund (75%) and the Greek General Secretariat for Research and Technology (25%).
References
Akbulut, S., and A. Saglamer. 2002. “Estimating the groutability of granular soils: A new approach.” Tunnelling Underground Space Technol. 17 (4): 371–380. https://doi.org/10.1016/S0886-7798(02)00040-8.
Akbulut, S., and A. Saglamer. 2004. “Modification of hydraulic conductivity in granular soils using waste materials.” Waste Manage. 24 (5): 491–499. https://doi.org/10.1016/j.wasman.2004.01.002.
Anagnostopoulos, C. A., G. Sapidis, M. Tsiatis, and A. Tsarosi. 2015. “Physical and mechanical properties of injected granular soil with thick super plasticized grouts.” Res. J. Appl. Sci. Eng. Technol. 10 (4): 425–437. https://doi.org/10.19026/rjaset.10.2508.
Arenzana, L. 1987. “An experimental investigation of the properties and behaviour of dilute microfine cement grouts.” Ph.D. thesis, Dept. of Civil Engineering, Northwestern Univ.
Arenzana, L., R. J. Krizek, and S. F. Pepper. 1989. “Injection of dilute microfine cement suspensions into fine sands.” In Vol. 2 of Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, 1331–1334. London: Taylor & Francis.
ASTM. 2002. Standard test method for laboratory preparation of chemically grouted soil specimens for obtaining design strength parameters. ASTM D4320-02. West Conshohocken, PA: ASTM.
ASTM. 2004. Standard specification for portland cement. ASTM C150-04. West Conshohocken, PA: ASTM.
Avci, E. 2019. “Silica fume effect on engineering properties of superfine cement–grouted sands.” J. Mater. Civ. Eng. 31 (11): 04019269. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002928.
Avci, E., and M. Mollamahmutoglu. 2017. “Permeability characteristics of superfine cement-grouted sand.” ACI Mater. J. 114 (1): 21–28. https://doi.org/10.14359/51689471.
Basas, V. G., I. A. Pantazopoulos, and D. K. Atmatzidis. 2020. “Torsional and flexural resonant column testing of grouted sands.” Soil Dyn. Earthquake Eng. 139 (Dec): 106360. https://doi.org/10.1016/j.soildyn.2020.106360.
Bruce, D. A., S. Littlejohn, and C. A. Naudts. 1997. “Grouting materials for ground treatment: A practitioner’s guide.” In Proc., Conf. on Grouting: Compaction—Remediation—Testing, edited by C. Vipulanandan, 306–334. Reston, VA: ASCE.
CEN (European Committee for Standardization). 2000a. Cement—Part 1: Composition, specifications and conformity criteria for common cements. European Standard EN 197-1. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2000b. Execution of special geotechnical work–grouting. European Standard EN 12715. Brussels, Belgium: CEN.
Clarke, W. J., M. D. Boyd, and M. Helal. 1993. “Ultrafine cement tests and drilling Warm Spring dam.” In Proc., Specialty Conf. on Geotechnical Practice in Dam Rehabilitation, edited by L. R. Anderson, 718–732. New York: ASCE.
Dano, C., and P.-Y. Hicher. 2003. “Behavior of uncemented sands and grouted sands before peak strength.” Soils Found. 43 (4): 13–19. https://doi.org/10.3208/sandf.43.4_13.
Dano, C., P.-Y. Hicher, and S. Tailliez. 2004. “Engineering properties of grouted sands.” J. Geotech. Geoenv. Eng. 130 (3): 328–338. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:3(328).
Dano, C., and H. Vergnaux. 2004. “Injection of a microfine cement grout for the tunneling of Météor.” In Proc., 5th Int. Conf. on Case Histories in Geotechnical Engineering. Rolla, MO: CARE, Missouri S&T.
De Paoli, B., B. Bosco, R. Granata, and D. Bruce. 1992. “Fundamental observations on cement based grouts (2): Microfine cements and the CemillR process.” In Vol. 1 of Proc., Conf. on Grouting, Soil Improvement and Geosynthetics, edited by R. H. Borden, R. D. Holtz, and I. Juran, 486–499. Reston, VA: ASCE.
Dupla, J.-C., J. Canou, and D. Gouvenot. 2004. “An advanced experimental set-up for studying a monodirectional grout injection process.” Grnd. Improv. 8 (3): 91–99. https://doi.org/10.1680/grim.2004.8.3.91.
Halabian, A. M., A. Shakibzadeh, and M. A. Rowshan Zamir. 2018. “The static and dynamic behaviour of sands grouted with amino-based resin.” Grand Improv. 171 (1): 21–37. https://doi.org/10.1680/jgrim.16.00041.
Head, K. H. 1986. Vol. 3 of Manual of soil laboratory testing. London: Pentech Press.
Helal, M., and R. J. Krizek. 1992. “Preferred orientation of pore structure in cement-grouted sand.” In Vol. 1 of Proc., Conf. on Grouting, Soil Improvement and Geosynthetics, edited by R. H. Borden, R. D. Holtz, and I. Juran, 526–540. Reston, VA: ASCE.
Jafarpour, P., R. Z. Moayed, and A. Kordnaeij. 2020a. “Behavior of zeolite-cement grouted sand under triaxial compression test.” J. Rock Mech. Geotech. Eng. 12 (1): 149–159. https://doi.org/10.1016/j.jrmge.2019.06.010.
Jafarpour, P., R. Z. Moayed, and A. Kordnaeij. 2020b. “Yield stress for zeolite-cement grouted sand.” Constr. Build. Mater. 247 (Jun): 118639. https://doi.org/10.1016/j.conbuildmat.2020.118639.
Kainrath, A., and D. Adam. 2015. “Influences on the mechanical behavior of grouted soil.” In Proc., XVI ECSMGE, Geotechnical Engineering for Infrastructure and Development, 2951–2956. London: ICE Publishing. https://doi.org/10.1680/ecsmge.60678.
Koizumi, Y., T. Tanaka, J. Takeuchi, T. Kanazawa, and M. Nishigaki. 2012. “Development of grouting method of fine sand with ultrafine cement grout.” J. Soc. Mater. Sci. Jpn. 61 (1): 52–57. https://doi.org/10.2472/jsms.61.52.
Krizek, R. J., D. K. Atmatzidis, and Z. H. Wu. 1986. Behavior of grouted Erksak sand. Evanston, IL: Northwestern Univ.
Krizek, R. J., M. A. Benltayf, and D. K. Atmatzidis. 1982. “Effective stress–strain–strength behavior of silicate-grouted sand.” In Vol. 1 of Proc., Conf. on Grouting in Geotechnical Engineering, edited by W. H. Baker, 482–497. Reston, VA: ASCE.
Krizek, R. J., and M. Helal. 1992. “Anisotropic behavior of cement-grouted sand.” In Vol. 1 of Proc., Conf. on Grouting, Soil Improvement and Geosynthetics, edited by R. H. Borden, R. D. Holtz, and I. Juran, 541–550. Reston, VA: ASCE.
Krizek, R. J., H. J. Liao, and R. H. Borden. 1992. “Mechanical properties of microfine cement/sodium silicate grouted sand.” In Vol. 1 of Proc., Conf. on Grouting, Soil Improvement and Geosynthetics, edited by R. H. Borden, R. D. Holtz, and I. Juran, 688–699. Reston, VA: ASCE.
Lambe, T. W. 1951. Soil testing for engineers. New York: Wiley.
Lambe, T. W., and R. V. Whitman. 1969. Soil mechanics. New York: Wiley.
Legendre, Y., P. Hery, and H. Vattement. 1987. “Microsol grouting, a method for grouting fine alluvium.” In Vol. 1 of Proc., 6th Int. Conf., Offshore Mechanics and Arctic Engineering Symp., 433–440. Reston, VA: ASCE.
Li, Z., L. Zhang, Y. Chu, and Q. Zhang. 2020. “Research on influence of water-cement ratio on reinforcement effect for permeation grouting in sand layer.” Adv. Mater. Sci. Eng. 2020 (Mar): 5329627. https://doi.org/10.1155/2020/5329627.
Littlejohn, G. S. 1982. “Design of cement based grouts.” In Vol. 1 of Proc., Conf. on Grouting in Geotechnical Engineering, edited by W. H. Baker, 35–48. Reston, VA: ASCE.
Lombardi, G. 2003. “Grouting of rock masses.” In Vol. 1 of Proc., 3rd Int. Conf. on Grouting and Ground Treatment, edited by F. L. Johnsen, A. D. Bruce, and J. M. Byle, 164–197. Reston, VA: ASCE. https://doi.org/10.1061/40663(2003)6.
Maalej, Y., L. Dormieux, J. Canou, and J.-C. Dupla. 2007a. “Strength of a granular medium reinforced by cement grouting.” C.R. Mec. 335 (2): 87–92. https://doi.org/10.1016/j.crme.2006.12.003.
Maalej, Y., J.-C. Dupla, J. Canou, Y. Maalej, and L. Dormieux. 2007b. “Caractéristiques de déformabilité d’un sable injecté par un coulis de micro ciment.” In Vol. 3 of Proc., 14th European Conf. on Soil Mechanics and Geotechnical Engineering, 1361–1365. Amsterdam, Netherlands: IOS Press.
Markou, I. N., and D. K. Atmatzidis. 2003. “Mechanical behavior of a pulverized fly ash grouted sand.” Geotech. Test. J. 26 (4): 450–460. https://doi.org/10.1520/GTJ11252J.
Markou, I. N., D. N. Christodoulou, and B. K. Papadopoulos. 2015. “Penetrability of microfine cement grouts: Experimental investigation and fuzzy regression modeling.” Can. Geotech. J. 52 (7): 868–882. https://doi.org/10.1139/cgj-2013-0297.
Markou, I. N., D. N. Christodoulou, E. S. Petala, and D. K. Atmatzidis. 2018. “Injectability of microfine cement grouts into limestone sands with different gradations: Experimental investigation and prediction.” Geotech. Geol. Eng. 36 (2): 959–981. https://doi.org/10.1007/s10706-017-0368-8.
Markou, I. N., and A. I. Droudakis. 2013. “Factors affecting engineering properties of microfine cement grouted sands.” Geotech. Geol. Eng. 31 (4): 1041–1058. https://doi.org/10.1007/s10706-013-9631-9.
Markou, I. N., C. K. Kakavias, D. N. Christodoulou, I. Toumpanou, and D. K. Atmatzidis. 2020. “Prediction of cement suspension groutability based on sand hydraulic conductivity.” Soils Found. 60 (4): 825–839. https://doi.org/10.1016/j.sandf.2020.05.011.
Mirjalili, M., A. Mirdamadi, and A. Ahmadi. 2008. “Efficiency of micro-fine cement grouting in liquefiable sand.” In Vol. 1020 of Proc., AIP Conf., 442–447. New York: AIP Publishing. https://doi.org/10.1063/1.2963869.
Mollamahmutoglu, M., and Y. Yilmaz. 2011. “Engineering properties of medium-to-fine sands injected with microfine cement grout.” Mar. Georesour. Geotechnol. 29 (2): 95–109. https://doi.org/10.1080/1064119X.2010.517715.
Naeini, S. A., and R. Ziaie–Moayed. 2003. “Undrained shear strength and liquefaction potential of loose silty sand treated with microfine cement.” In Vol. 1 of Proc., 13th European Conf. on Soil Mechanics and Geotechnical Engineering, 849–854. Prague, Czech Republic: CICE.
Nonveiller, E. 1989. “Grouting theory and practice.” In Vol. 57 of Developments in geotechnical engineering. Amsterdam, Netherlands: Elsevier.
Pantazopoulos, I. A., and D. K. Atmatzidis. 2012. “Dynamic properties of microfine cement grouted sands.” Soil Dyn. Earthquake Eng. 42 (Nov): 17–31. https://doi.org/10.1016/j.soildyn.2012.05.017.
Pantazopoulos, I. A., I. N. Markou, and D. K. Atmatzidis. 2021. “Performance of microfine cement grouted sands under quick loading conditions.” Int. J. Geosynth. Ground Eng. 7 (1): 11. https://doi.org/10.1007/s40891-021-00255-0.
Pantazopoulos, I. A., I. N. Markou, D. N. Christodoulou, A. I. Droudakis, D. K. Atmatzidis, S. K. Antiohos, and E. Chaniotakis. 2012. “Development of microfine cement grouts by pulverizing ordinary cements.” Cem. Concr. Compos. 34 (5): 593–603. https://doi.org/10.1016/j.cemconcomp.2012.01.009.
Paterson, M. S. 1978. “Experimental rock deformation—The brittle field.” In Vol. 13 of Minerals and rocks. New York: Springer.
Pekrioglu-Balkis, A. 2020. “Properties and performance of a high volume fly ash grout.” Mar. Georesour. Geotechnol. 38 (1): 73–82. https://doi.org/10.1080/1064119X.2018.1552999.
Perret, S., K. H. Khayat, and G. Ballivy. 2000. “The effect of degree of saturation of sand on groutability—Experimental simulation.” Ground Improv. 4 (1): 13–22. https://doi.org/10.1680/grim.2000.4.1.13.
Schwarz, L. G., and R. J. Krizek. 1994. “Effect of preparation technique on permeability and strength of cement-grouted sand.” Geotech. Test. J. 17 (4): 434–443. https://doi.org/10.1520/GTJ10304J.
Schwarz, L. G., and R. J. Krizek. 2006. “Hydrocarbon residuals and containment in microfine cement grouted sand.” J. Mater. Civ. Eng. 18 (2): 214–228. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:2(214).
Skempton, A. W. 1954. “The pore-pressure coefficients A and B.” Géotechnique 4 (4): 143–147. https://doi.org/10.1680/geot.1954.4.4.143.
Zebovitz, S., R. J. Krizek, and D. K. Atmatzidis. 1989. “Injection of fine sands with very fine cement grout.” J. Geotech. Eng. 115 (12): 1717–1733. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:12(1717).
Zhou, Z., X. Cai, X. Du, S. Wang, D. Ma, and H. Zang. 2019. “Strength and filtration stability of cement grouts in porous media.” Tunnelling Underground Space Technol. 89 (Jul): 1–9. https://doi.org/10.1016/j.tust.2019.03.015.
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Received: Jul 17, 2021
Accepted: Feb 18, 2022
Published online: Jul 25, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 25, 2022
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