Abstract
The shallow spread foundations are one of the widely used foundation types for low-rise, low-cost or commercial buildings. However, it is not possible to use this type of foundation for soils with low bearing capacity or capable of excessive settlements. In these cases, stabilized soil layers overlying insufficient soil may be alternative to the high-cost foundation systems. As the temperature of the soils depends mostly on air temperature for shallow depths, curing conditions of the stabilized soil layers are affected by the air temperature. The effect of curing temperature on the pressure-settlement relation of the layered soil is a gap in the literature. This study investigates the effect of Bayburt tuff on pressure-settlement characteristics of layered soil for various curing temperatures. The specific objectives of this paper are to (1) examine the effect of using the waste tuffs as a stabilization agent in layered soils, (2) evaluate the usability of response surface methodology (RSM) to estimate shear strength parameters (c, ϕ), unconfined compression strength, and secant modulus of the stabilized soil with less experiment, (3) investigate the effect of dimensions of the stabilized soil block (length, with and thickness) on pressure-settlement relations under various curing temperature (T = 3 °C, 13 °C, 23 °C, 33 °C, 43 °C). This study comprises experimental and numerical parts. In the experimental part, strength parameters (c, ϕ) and secant modulus of stabilized soil samples were estimated with response surface methodology for various curing temperatures (3 °C, 23 °C, 43 °C). The effects of curing temperature on shear strength and Bulk’s modulus parameters were determined with the derived RSM model. In the numerical part of the study plate load test was simulated with the derived 2D axisymmetric FE model. The parameters required for the FE analyses were determined with the derived RSM model. As a result of the study, it was seen that it is possible to estimate experimental parameters accurately using the RSM approach with fewer tests. Bayburt tuff and lime mixtures increase the stiffness of the layered soil. The curing temperature has considerable effects on the pressure-settlement relationship up to a certain value. After a certain value increasing curing temperature has no considerable effects on the stiffness of the layered soil.
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References
Barbieri DM, Hoff I, Mørk MBE (2019) Organosilane and lignosulfonate as innovative stabilization techniques forcrushed rocks used in road unbound layers. Transp Geotech 2020:100308. https://doi.org/10.1016/j.trgeo.100308
Cabalar AF, Abdulnafaa M, Isbuga V (2021) Plate loading tests on clay with construction and demolition materials. Arabian J Sci Eng 46:43074317. https://doi.org/10.1007/s13369-020-04916-6
Cabezas R, Cataldo C (2019) Influence of chemical stabilization method and its effective additive concentration (EAC) in non-pavement roads. A study in andesite-based soils. Cogent Eng. https://doi.org/10.1080/23311916.2019.1592658
Calik U, Sadoglu E (2014) Engineering properties of expansive clayey soil stabilized with lime and perlite. Geomech Eng 6(4):403–418. https://doi.org/10.12989/gae.2014.6.4.403
Çelik S, Majedi P, Akbulut S (2019) Granular soil improvement by using polyester grouts. Iranian J Sci Technol Trans Civ Eng 43(3):599–606. https://doi.org/10.1007/s40996-018-0203-3
Chamorro A, Tighe S (2019) Development and application of a sustainable management system for unpaved rural road networks. Transp Res Record J Transp Res Board 2673(12):891–901. https://doi.org/10.1177/0361198119864908
Choobbasti AJ, Zahmatkesh A, Noorzad R (2011) Performance of stone columns in soft clay: numerical evaluation. Geotech Geol Eng 29(5):675–684. https://doi.org/10.1007/s10706-011-9409-x
Cicerali D, Arslan M, Abdioğlu YE, Yücel C, Temizel İ, Park S, Schroeder PA (2020) Mineralogy, chemistry, and genesis of zeolitization in Eocene tuffs from the Bayburt area (NE Turkey): constraints on alteration processes of acidic pyroclastic deposits. J Afr Earth Sci 162:103690. https://doi.org/10.1016/j.jafrearsci.2019.103690
Consoli NC, Vendruscolo MA, Prietto PDM (2003) Behavior of plate load tests on soil layers ımproved with cement and fiber. J Geotech Geoenviron Eng 129(1):96–101. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:1(96)
Consoli NC, Rosa FD, Fonini A (2009) Plate load tests on cemented soil layers overlaying weaker soil. J Geotech Geoenviron Eng 135(12):1846–1856. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000158
Consoli NC, Rossi JG, Festugato L, Ruver CA, Filho HCS, Foppa D, Carretta MS, Leon HB (2019) Circular-plate load tests on bounded cemented layers above weak cohesive-frictional soil. J Geotech Geoenviron Eng 145(10):06019011. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002144
Coop MR, Atkinson JH (1993) The mechanics of cemented carbonate sands. Géotechnique 43(1):53–67. https://doi.org/10.1680/geot.1993.43.1.53
Eyo EU, Ng’ambi S, Abbey SJ, (2020) Performance of clay stabilized by cementitious materials and inclusion of zeolite/alkaline metals-based additive. Transp Geotech. https://doi.org/10.1016/j.trgeo.2020.100330
Ganapathy GP, Gobinath R, Akinwumi II, Kovendiran S, Thangaraj M, Lokesh N, Anas SM, Murugan RA, Yogeswaran P, Hema S (2017) Bio-enzymatic stabilization of a soil having poor engineering properties. Int J Civ Eng 15(3):401–409. https://doi.org/10.1007/s40999-016-0056-8
Garakani AA, Sadeghi H, Saheb S, Lamei A (2020) Bearing capacity of shallow foundations on unsaturated soils: analytical approach with 3d numerical simulations and experimental validations. Int J Geomech. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001589
Ghanizadeh AR, Rahrovan M (2019) Modeling of unconfined compressive strength of soil-RAP blend stabilized with Portland cement using multivariate adaptive regression spline. Front Struct Civ Eng 13(4):787–799. https://doi.org/10.1007/s11709-019-0516-8
Ghavami S, Jahanbakhsh H, Azizkandi AS, Nejad FM (2020) Infuence of sodium chloride on cement kiln dust-treated clayey soil: strength properties, cost analysis, and environmental impact. Environ Dev Sustain. https://doi.org/10.1007/s10668-020-00603-6
Huang JT, Airey DW (1998) Properties of artificially cemented carbonate sand. J Geotech Geoenviron Eng 124(6):492–499. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:6(492)
Johari A, Sabzi A, Gholaminejad A (2019) Reliability analysis of differential settlement of strip footings by stochastic Response Surface Method. Iranian J Sci Technol Trans Civ Eng 43(1):37–48. https://doi.org/10.1007/s40996-018-0114-3
Kamiloğlu HA, Turan H (In press) Estimation of shear strength parameters of a high plasticity clayey soil stabilized with lime at different curing temperatures using Response Surface Methodology (RSM). Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. https://doi.org/10.5505/pajes.2021.83707
Kamiloğlu HA, Yılmaz F, Sadoglu E (2014) Reuse of waste green bayburt stone as an expansive soil stabilizer. International environmental sciences symposium of Van, Van, Turkey, p 1
Kestler M (2009) Stabilization selection guide for aggregateand native-surfaced lowroads. U.S. Department of Agriculture, Forest Service, San Dimas Technology and Development Center, Washington DC
Lee J, Salgado R (2000) Analysis of calibration chamber plate load tests. Can Geotech J. https://doi.org/10.1139/t99-061
Lime-Treated Soil Construction Manual (2004) Lime stabilization and lime modification. National Lime Association Bulletin 326
Lin BH, Yu Y, Bathurst RJ, Liu CN (2016) Deterministic and probabilistic prediction of facing deformations of geosynthetic-reinforced MSE walls using a response surface approach. Geotextiles Geomemb 44(6):813–823. https://doi.org/10.1016/j.geotexmem.2016.06.013
Maher A, Bennert T, Maher A, Bennert T (2008) Evaluation of Poisson’s ratio for use in the mechanistic empirical pavement design guide (MEPDG). Federal Highway Administration U.S. Department of Transportation Washington, DC
Mamadou F, Célestin JCH, Pokharel M, Touré M (2010) A contribution to understanding the effects of curing temperature on the mechanical properties of mine cemented tailings backfill. Eng Geol 114(3–4):397–413. https://doi.org/10.1016/j.enggeo.2010.05.016
Mola-Abasi H, Kordtabar B, Kordnaeij A (2016) Effect of natural zeolite and cement additive on the strength of sand. Geotech Geol Eng 34(5):1539–1551. https://doi.org/10.1007/s10706-016-0060-4
Oh WT, Vanapalli S (2013) Scale effect of plate load tests in unsaturated soils. Int J Geomete 4(2):585–594. https://doi.org/10.21660/2013.8.2H
Peric D, Bartley PA, Davis L, Uzer AU, Gurer C (2016) Assessment of sand stabilization potential of a plant-derived biomass. Sci Eng Compos Mater 23(2):227–236. https://doi.org/10.1515/secm-2014-0061
Rezazadeh Eidgahee D, Rafiean AH, Haddad A (2020) A novel formulation for the compressive strength of ıbp-based geopolymer stabilized clayey soils using ANN and GMDH-NN approaches. Iranian J Sci Technol Trans Civ Eng 44(1):219–229. https://doi.org/10.1007/s40996-019-00263-1
Sabrin S, Siddiqua S, Muhammad N (2020) Understanding the effect of heat treatment on subgrade soil stabilized with bentonite and magnesium alkalinization. Transp Geotech. https://doi.org/10.1016/j.trgeo.2019.100287
Saffari R, Habibagahi G, Nikooee E, Niazi A (2017) Biological stabilization of a swelling fine-grained soil: the role of microstructural changes in the shear behavior. Iranian J Sci Technol Trans Civ Eng 41(4):405–414. https://doi.org/10.1007/s40996-017-0066-z
Savaş H (2016) Consolidation and swell characteristics of dispersive soils stabilized with lime and natural zeolite. Sci Eng Compos Mater 23(6):589–598. https://doi.org/10.1515/secm-2014-0202
Shahbazi M, Rowshanzamir M, Abtahi SM, Hejazi SM (2016) Optimization of carpet waste fibers and steel slag particles to reinforce expansive soil using response surface methodology. Appl Clay Sci 142:185–192. https://doi.org/10.1016/j.clay.2016.11.027
Silva J, Azenha M, Gomes Correia A, Francois B (2018) Two-staged kinetics of moduli evolution with time of a lime treated soil under different curing temperatures. Transp Geotech. https://doi.org/10.1016/j.trgeo.2018.09.013
Taheri V, Fakhri M, Hayati P (2021) Evaluation of airfield concrete block pavements based on 3-D modelling and plate loading test. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2021.122441
Thomé A, Donato M, Consoli NC, Graham J (2005) Circular footings on a cemented layer above weak foundation soil. Can Geotech J 42(6):1569–1584. https://doi.org/10.1139/t05-069
Wu JTH, Tung SCY (2020) Determination of model parameters for the hardening soil model. Transp Infrastruct Geotechnol 7(1):55–68. https://doi.org/10.1007/s40515-019-00085-8
Xiao Y, Wang Y, Desai CS, Jiang X, Liu H (2019) Strength and deformation responses of biocemented sands using a temperature-controlled method. Int J Geomech 19(11):04019120. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001497
Yilmaz F, Fidan D (2017) Effect of wetting-drying cycles on volumetric stability of clayey soil stabilized with lime and perlite. Eur J Tech 7(2):207–218. https://doi.org/10.23884/ejt.2017.7.2.15
Yilmaz F, Fidan D (2018) Influence of freeze-thaw on strength of clayey soil stabilized with lime and perlite. Geomech Eng 14(3):301–306. https://doi.org/10.12989/gae.2018.14.3.301
Yilmaz F, Kamiloğlu HA, Şadoğlu E (2015) Soil stabilization with using waste materials against freezing thawing effect. Acta Physica Polonica A 128(2B):B-392–B-395. https://doi.org/10.12693/APhysPolA.128.B-392
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Kamiloglu, H.A., Turan, H. An Investigation of the Effect of Curing Temperature on the Deformation Characteristics of the Stabilized Soil Layers Treated with Lime and Tuff Wastes with Response Surface Method. Iran J Sci Technol Trans Civ Eng 46, 1669–1680 (2022). https://doi.org/10.1007/s40996-021-00697-6
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DOI: https://doi.org/10.1007/s40996-021-00697-6