Peer-reviewed articles 17,970 +



Title: WATER/CEMENT/BENTONITE MIXTURES PROPERTY TESTING IN THE PRESENCE OF STANDARD SAND

WATER/CEMENT/BENTONITE MIXTURES PROPERTY TESTING IN THE PRESENCE OF STANDARD SAND
Cristian-?tefan Barbu; Andrei-Dan Sabau; Anton Chirica
10.5593/sgem2022/1.1
1314-2704
English
22
1.1
•    Prof. DSc. Oleksandr Trofymchuk, UKRAINE 
•    Prof. Dr. hab. oec. Baiba Rivza, LATVIA
When studying the mechanical behavior of hydrated binders, it is necessary to prevent hydration contraction tensile failure in order to properly characterize the mechanical properties of the material. This is regulated by standards for cement testing, however for the case of water-cement-bentonite mixtures the influence of standard sand is not thoroughly studied. Since the hydration shrinkage and water suction is different for cement and bentonite, a range of eleven combinations of water-cement-bentonite were used at four sand percentages. The paper documented this influence ranging from a lower limit for which contraction cracking occurs up to an upper limit for which the presence of sand favorably interferes with the binder, the material being transformed from a binder paste into a mortar. It is documented the range of sand composition for which the variation of sand content prevents contraction, yet preserves binder properties. The laboratory testing consisted of viscosity evaluation during samples preparation, permeability and monoaxial compressive strength on samples cured in open atmosphere for 28 days.
[1] European Committee for Standardization, EN196-1:2016 - Methods of testing cement - Part 1: Determination of strength, European Committee for Standardization, 2016.
[2] C.-?. Barbu, A.-D. Sabau, D.-M. Manoli and M.-S. ?erbulea, "Water/Cement/Bentonite Ratio Selection Method for Artificial Groundwater Barriers Made of Cutoff Walls," Water, vol. 14, no. 3, 2022.
[3] J. C. Evans and D. Ruffing G., "Design and Construction of an Experimental SoilBentonite Cutoff Wall," in GeoFrontiers 2017, Orlando, 2017.
[4] E. Olinic, T. Olinic and S. Manea, "Improvement of difficult soils by mixing with mineral materials and inorganic waste. Experimental projects and case studies from Romania," in XVI European Conference on Soil Mechanics and Geotechnical Engineering, Edinburgh, 2015.
[5] A. Bouazza, M. Manassero and N. Smith, "Cement-Bentonite Slurry Walls for Waste Containment," in 8th Australia New Zealand Conference on Geomechanics, Hobart, 1999.
[6] D. A. Shepherd, E. Kotan and F. Dehn, "Plastic concrete for cut-off walls: A review," Construction and building materials, vol. 255, 2020.
[7] M. A. Fadaie, M. Nekooei and P. Javadi, "Effect of Dry and Saturated Bentonite on Plastic Concrete," KSCE Journal of Civil Engineering, vol. 23, no. 8, pp. 3431-3442, 2019.
[8] Y. P. Pisheh and S. M. M. M. Hosseini, "Experimental Investigation of Mechanical Behavior of Plastic Concrete in Cutoff Walls," Journal of Materials in Civil Engineering, 2018.
[9] S. D. Hinchberger, J. Weck and T. Newson, "Mechanical and hydraulic characterization of plastic concrete for seepage cut-off walls," Canadian Geotechnical Journal, vol. 47, no. 4, pp. 461-471, 2010.
[10] U.S. Bureau of Reclamation, "Cutoff Walls," in Design Standards No. 13: Embankment Dam, U.S. Department of the Interior, 2014, pp. 16-47.
conference
Proceedings of 22nd International Multidisciplinary Scientific GeoConference SGEM 2022
22nd International Multidisciplinary Scientific GeoConference SGEM 2022, 04 - 10 July, 2022
Proceedings Paper
STEF92 Technology
International Multidisciplinary Scientific GeoConference SGEM
SWS Scholarly Society; Acad Sci Czech Republ; Latvian Acad Sci; Polish Acad Sci; Serbian Acad Sci and Arts; Natl Acad Sci Ukraine; Natl Acad Sci Armenia; Sci Council Japan; European Acad Sci, Arts and Letters; Acad Fine Arts Zagreb Croatia; Croatian Acad Sci and Arts; Acad Sci Moldova; Montenegrin Acad Sci and Arts; Georgian Acad Sci; Acad Fine Arts and Design Bratislava; Turkish Acad Sci.
185-192
04 - 10 July, 2022
website
8407
water, cement, bentonite, ductility, ternary diagram