Abstract
Thermal changes affect the engineering behavior of surrounding soils at energy geostructures. For that reason, there is a need for durable soils which are not affected from high temperatures or thermal cycles. Such soil mixtures can be developed by adding temperature-resistant materials such as perlite to the sand–bentonite mixtures. In this study, 10 and 20% perlite additives were added to 10 and 20% sand–bentonite mixtures, in order to develop durable soil mixture under high temperatures. Direct shear and hydraulic conductivity tests were performed under room temperature and high temperatures. The results of the experiments showed that the perlite additive reduced the dry unit weight of the sand–bentonite mixtures and had a positive effect on the shear strength of 20B–80S mixtures both under room and high temperatures. The perlite addition increased the angle of internal friction of sand–bentonite mixtures under room and high temperatures especially for 20% bentonite–80% sand (20B–80S) mixtures. The hydraulic conductivity (k) values of both mixtures increased with increasing temperature. As a results of thermal cycles, it was seen that the samples cannot turn back to their initial k values.
Similar content being viewed by others
Data sharing and data accessibility statement
The data that support the findings of this study are available from the corresponding author upon reasonable request.
References
Abuel-Naga HM, Bergado DT, Ramana GV et al (2006) Experimental evaluation of engineering behavior of soft Bangkok clay under elevated temperature. J Geotech Geoenviron Eng. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:7(902)
Allameh-Haery H, Kisi E, Pineda J et al (2017) Elastic properties of green expanded perlite particle compacts. Powder Technol. https://doi.org/10.1016/j.powtec.2017.01.045
ASTM (2001) ASTM D5084-16 “Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter.” ASTM Int. https://doi.org/10.1520/D5084-16A.1
ASTM (2011) D3080/D3080M-11. Standard test method for direct shear test of soils under consolidated drained conditions. ASTM Int. https://doi.org/10.1520/D3080
ASTM:D698-12 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM Int. https://doi.org/10.1520/D0698-12.1.4
ASTM D 6913/D 6913M (2017) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM Int. https://doi.org/10.1520/D6913_D6913M-17
Bageri BS, Adebayo AR, Al Jaberi J, Patil S (2020) Effect of perlite particles on the filtration properties of high-density barite weighted water-based drilling fluid. Powder Technol. https://doi.org/10.1016/j.powtec.2019.11.030
Baldi G, Hueckel T, Pellegrini R (1988) Thermal volume changes of the mineral-water system in low-porosity clay soils. Can Geotech J. https://doi.org/10.1139/t88-089
Beikircher T, Demharter M (2013) Heat transport in evacuated perlite powders for super-insulated long-term storages up to 300 °C. J Heat Transf. https://doi.org/10.1115/1.4023351
Cekerevac C, Laloui L (2004) Experimental study of thermal effects on the mechanical behaviour of a clay. Int J Numer Anal Methods Geomech. https://doi.org/10.1002/nag.332
Chen WZ, Ma YS, Yu HD, Li FF, Li XL, Sillen X (2017) Effects of temperature and thermally-induced microstructure change on hydraulic conductivity of Boom Clay. J Rock Mech Geotech Eng 9(3):383–395. https://doi.org/10.1016/j.jrmge.2017.03.006
Cho WJ, Lee JO, Chun KS (1999) The temperature effects on hydraulic conductivity of compacted bentonite. Appl Clay Sci. https://doi.org/10.1016/S0169-1317(98)00047-7
De Bruyn, Thimus JF (1996) The influence of temperature on mechanical characteristics of Boom clay: the results of an initial laboratory programme. Eng Geol 41:ll7–l26
Delage P, Sultan N, Cui YJ (2000) On the thermal consolidation of Boom clay. Can Geotech J. https://doi.org/10.1139/t99-105
Dixon DA, Gray MN, Lingnau B et al (1993) Thermal expansion testing to determine the influence of pore water structure on water flow through dense clays. Proc. 46th Canadian Geotechnical Conference, Saskatoon, Sask., pp 177–184
Fleureau JM (1979) Influence d’un champ thermique ou électrique sur les phénomènes d’interaction solide-liquide dans les milieux poreux, Doctoral thesis. Ecole Centrale de Paris
Graham J, Saadat F, Gray MN et al (1989) Strength and volume change behaviour of a sand–bentonite mixture. Can Geotech J. https://doi.org/10.1139/t89-038
Hueckel T, Baldi G (1990) Thermoplasticity of saturated clays: experimental constitutive study. J Geotech Eng. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:12(1778)
Karaman S, Karaipekli A, Sarı A, Bic A (2011) Polyethylene glycol (PEG)/diatomite composite as a novel form-stable phase change material for thermal energy storage. Sol Energy Mater Sol Cells 95:1647–1653
Kuntiwattanakul P, Towhata I, Ohishi K, Seko I (1995) Temperature effects on undrained shear characteristics of clay. Soils Found 35(1):147–162
Laguros Joakim G (1969) Effect of temperature on some engineering properties of clay coils. In: Proceedings of an international conference held at Washington, D.C., January 16 1969 with the Support of the National Science Foundation. Washington DC, United States Issue Number: 103. pp 186–193
Lide D (1995) Handbook of chemistry and physics, 75th edn. CRC Press, New York
Lingnau BE, Graham J, Yarechewski D et al (1996) Effects of temperature on strength and compressibility of sand–bentonite buffer. Eng Geol. https://doi.org/10.1016/0013-7952(95)00028-3
Mekaddem N, Ben AS, Fois M, Hannachi A (2019) Paraffin/ expanded perlite/plaster as thermal energy storage composite, energy procedia, Vol 157, pp 1118–1129. https://doi.org/10.1016/j.egypro.2018.11.279
Mingarro E, Rivas P, del Villar LP, de la Cruz B, Gómez P, Hernández A, Turrero MJ, Villar MV, Campos R, Cozar J (1989) Characterization of clay (bentonite)/crushed granite mixtures to build barriers against the migration of radionuclides: diffusion studied and physical properties. In: Commission of the European communities report EUR 13666
Noble CA, Demirel T (1969) Effects of temperatures and heat on engineering behavior of soils. In: Proceedings of an international conference held at Washington, D.C., January 16 1969 with the support of the National Science Foundation. Washington DC, United States Issue Number: 103. pp 204–219
Ogawa M, Okutomo S, Kuroda K (1998) Control of interlayer microstructures of a layered silicate by surface modification with organochlorosilanes. J Am Chem Soc 120:7361–7362. https://doi.org/10.1021/ja981055s
Pons CH, Franzetti N, Tchoubar D (1994) Analyse de la structure multiéchelle des dispersions de montmorillonite Na. C.R. Rech, 92 N 800094, PIRSEM et ARTEP (in French)
Pusch R (1980) Permeability of highly compacted bentonite. In: SKB technical report 80-16, Swedish nuclear fuel and waste management
Pusch R, Güven N (1990) Electron microscopic examination of hydrothermally treated bentonite clay. Eng Geol 28(3):303–314. https://doi.org/10.1016/0013-7952(90)90015-S
Rivas P, Villar M-V, Campos (1991) Caracterizacio´n de materiales de relleno y sellado para almacenamiento de residuos radiactivos: bentonitas espanolas. CIEMAT, Madrid, p 196 (Unpublished report)
Robinet JC, Rahbaoui A, Plas F, Lebon P (1996) A constitutive thermomechanical model for saturated clays. Eng Geol. https://doi.org/10.1016/0013-7952(95)00049-6
Romero E, Gens A, Lloret A (2001) Temperature effects on the hydraulic behaviour of an unsaturated clay. Geotech Geol Eng. https://doi.org/10.1023/A:1013133809333
Simmons GR, Baumgartner P (1994) The disposal of Canada’s nuclear fuel waste: engineering for a disposal facility. Atomic Energy of Canada Limited Report AECL-10715, COG-93-05
SKBF/KBS (1983) Final storage of spent fuel—KBS-3. Swedish Nuclear Fuel and Waste Management
Smith MJ et al (1980) Engineered barrier development for a nuclear waste repository in basalt: an integration of current knowledge. In: RHO-BWI-ST-7, Rockwell Hanford Operations, WA
Thomas F, Jin HM, Cases JM (1994) Définition du comportement des argiles au cours des forages. C.R. Rech, 92 N 80003, PIRSEM et ARTEP (in French)
Wersin P, Johnson LH, Snellman M (2006) Impact of iron released from steel components on the performance of the bentonite buffer: a preliminary assessment within the framework of the KBS-3H disposal concept. In: MRS Proceedings, Vol 932, 117.1. https://doi.org/10.1557/PROC-932-117.1
Ye WM, Wan M, Chen B et al (2013) Temperature effects on the swelling pressure and saturated hydraulic conductivity of the compacted GMZ01 bentonite. Environ Earth Sci. https://doi.org/10.1007/s12665-012-1738-4
Yong RN, Boonsinsuk P, Wong G (1986) Formulation of backfill material for a nuclear fuel waste disposal vault. Can Geotech J. https://doi.org/10.1139/t86-031
Acknowledgements
This study is supported by The Scientific and Technological Research Council of Turkey (TÜBİTAK) (Grant no. 217M553). The authors are grateful for this support. The authors would like to thank 100/2000 The Council of Higher Education (YÖK) scholarship.
Funding
This work was supported by The Scientific and Technological Research Council of Turkey (TÜBİTAK) (Grant no: 217M553).
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors have no conflicts of interest to declare that are relevant to the content of this article. The authors declare they have no financial interests.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Güneri, E., Yukselen-Aksoy, Y. Improvement of thermally durable soil material with perlite additive. Environ Earth Sci 81, 4 (2022). https://doi.org/10.1007/s12665-021-10089-8
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12665-021-10089-8