Faculty of Civil and Environmental Engineering, Jimma Institute of Technology, Faculty of Civil Engineering, Wroclaw University of Science and TechnologyJimma,
This work is licensed under the Creative Commons Attribution 4.0 International License.
Güneyli, H., Rüşen, T.: Effect of length-to-diameter ratio on the unconfined compressive strength of cohesive soil specimens. Bull. Eng. Geol. Environ. 75, 793–806 (2016). https://doi.org/10.1007/s10064-015-0835-5GüneyliH.RüşenT.Effect of length-to-diameter ratio on the unconfined compressive strength of cohesive soil specimensBull. Eng. Geol. Environ.757938062016https://doi.org/10.1007/s10064-015-0835-5Search in Google Scholar
Yilmaz, Y., Eun, J., Panahi, S.S., Mousavi, M.S.: Effects of height-to-diameter ratio (H/D) for specimens with various water contents on unconfined compressive strength of a clayey soil. Eng. Geol. 257, 105136 (2019). https://doi.org/10.1016/j.enggeo.2019.05.013YilmazY.EunJ.PanahiS.S.MousaviM.S.Effects of height-to-diameter ratio (H/D) for specimens with various water contents on unconfined compressive strength of a clayey soilEng. Geol.2571051362019https://doi.org/10.1016/j.enggeo.2019.05.013Search in Google Scholar
Wang, N., Zhang, J., Liao, R., Lv, R., Zhang, L., He, F.: Study on the Size Effect of Unconfined Compressive Strength of Rammed Earthen Site's Soil Samples. J. Mater. Civ. Eng. 32, 4019343 (2020). https://doi.org/10.1061/(ASCE)MT.1943-5533.0003009WangN.ZhangJ.LiaoR.LvR.ZhangL.HeF.Study on the Size Effect of Unconfined Compressive Strength of Rammed Earthen Site's Soil SamplesJ. Mater. Civ. Eng.3240193432020https://doi.org/10.1061/(ASCE)MT.1943-5533.0003009Search in Google Scholar
ASTM, D.: 2166/D 2166M (2013) Standard test method for unconfined compressive strength of cohesive soil. ASTM Int. West Conshohocken.ASTM, D.: 2166/D 2166M2013Standard test method for unconfined compressive strength of cohesive soilASTM Int.West ConshohockenSearch in Google Scholar
Dhani, N., Gasruddin, A., Hartini, H., Baride, L.: Unconfined Compressive Strength Characteristics of Overboulder Asbuton and Zeolite Stabilized Soft Soil. Civ. Eng. J. 7, 40–48 (2021). https://doi.org/10.28991/cej-2021-03091635DhaniN.GasruddinA.HartiniH.BarideL.Unconfined Compressive Strength Characteristics of Overboulder Asbuton and Zeolite Stabilized Soft SoilCiv. Eng. J.740482021https://doi.org/10.28991/cej-2021-03091635Search in Google Scholar
ASTM: ASTM D2166 – 06: Standard Test Method for Unconfined Compressive Strength of Cohesive Soil., West Conshohocken (2007)ASTMASTM D2166 – 06: Standard Test Method for Unconfined Compressive Strength of Cohesive SoilWest Conshohocken2007Search in Google Scholar
Standard, B.: BS 1377-7, Methods of test for Soils for civil engineering purposes-Part 7: Shear strength tests (total stress). London UK Br. Stand. Ist. (1999)StandardB.BS 1377-7, Methods of test for Soils for civil engineering purposes-Part 7: Shear strength tests (total stress)London UKBr. Stand. Ist.1999Search in Google Scholar
Standard, B.: Methods of tests for stabilized soils. Br. Stand. Institute, London. (1990)StandardB.Methods of tests for stabilized soilsBr. Stand. InstituteLondon1990Search in Google Scholar
Türk Standardlari Enstitüsü: Methods of testing soils for civil engineering purposes in the laboratory - Part 2: Determination of mechanical properties. (2006)Türk Standardlari EnstitüsüMethods of testing soils for civil engineering purposes in the laboratory - Part 2: Determination of mechanical properties2006Search in Google Scholar
Kalinski, M.E.: Soil mechanics: lab manual. John Wiley & Sons (2011)KalinskiM.E.Soil mechanics: lab manualJohn Wiley & Sons2011Search in Google Scholar
Moores, E.R., Hoover, J.M.: The Influence of Slenderness Ratios on Triaxial Shear Testing. In: Proceedings of the Iowa Academy of Science. pp. 285–292 (1966)MooresE.R.HooverJ.M.The Influence of Slenderness Ratios on Triaxial Shear TestingIn:Proceedings of the Iowa Academy of Science2852921966Search in Google Scholar
Verveckaite, N., Amsiejus, J., Stragys, V.: Stress - strain analysis in the soil sample during laboratory testing. J. Civ. Eng. Manag. XIII, 63–70 (2007). https://doi.org/10.1080/13923730.2007.9636420VerveckaiteN.AmsiejusJ.StragysV.Stress - strain analysis in the soil sample during laboratory testingJ. Civ. Eng. Manag.XIII63702007https://doi.org/10.1080/13923730.2007.9636420Search in Google Scholar
Ghosh, R.: Effect of soil moisture in the analysis of undrained shear strength of compacted clayey soil. J. Civ. Eng. Constr. Technol. 4, 23–31 (2013). https://doi.org/10.5897/JCECT12.070GhoshR.Effect of soil moisture in the analysis of undrained shear strength of compacted clayey soilJ. Civ. Eng. Constr. Technol.423312013https://doi.org/10.5897/JCECT12.070Search in Google Scholar
Omar, T., Sadrekarimi, A.: Effect of Triaxial Specimen Size on Engineering Design and Analysis. Int. J. Geo-Engineering. (2015). https://doi.org/10.1186/s40703-015-0006-3OmarT.SadrekarimiA.Effect of Triaxial Specimen Size on Engineering Design and AnalysisInt. J. Geo-Engineering.2015https://doi.org/10.1186/s40703-015-0006-3Search in Google Scholar
Ang, E.C., Loehr, J.E.: Specimen size effects for fiber-reinforced silty clay in unconfined compression. Geotech. Test. J. 26, 191–200 (2003). https://doi.org/10.1520/GTJ11320JAngE.C.LoehrJ.E.Specimen size effects for fiber-reinforced silty clay in unconfined compressionGeotech. Test. J.261912002003https://doi.org/10.1520/GTJ11320JSearch in Google Scholar
Shogaki, T.: Effect of specimen size on unconfined compressive strength properties of natural deposits. Soils Found. 47, 119–129 (2007). https://doi.org/10.3208/sandf.47.119ShogakiT.Effect of specimen size on unconfined compressive strength properties of natural depositsSoils Found.471191292007https://doi.org/10.3208/sandf.47.119Search in Google Scholar
Matsuo, M., Shogaki, T.: Effects of plasticity and sample disturbance on statistical properties of undrained shear strength. Soils Found. 28, 14–24 (1988). https://doi.org/10.3208/sandf1972.28.2_14MatsuoM.ShogakiT.Effects of plasticity and sample disturbance on statistical properties of undrained shear strengthSoils Found.2814241988https://doi.org/10.3208/sandf1972.28.2_14Search in Google Scholar
Al-Rkaby, A.H.J., Alafandi, Z.M.S.: Size effect on the unconfined compressive strength and Modulus of elasticity of limestone rock. Electron. J. Geotech. Eng. 20, 1393–1401 (2015)Al-RkabyA.H.J.AlafandiZ.M.S.Size effect on the unconfined compressive strength and Modulus of elasticity of limestone rockElectron. J. Geotech. Eng.20139314012015Search in Google Scholar
Verveckaite, N., Amsiejus, J., Stragys, V.: Stress-strain analysis in the soil sample during laboratory testing. J. Civ. Eng. Manag. 13, 63–70 (2007)VerveckaiteN.AmsiejusJ.StragysV.Stress-strain analysis in the soil sample during laboratory testingJ. Civ. Eng. Manag.1363702007Search in Google Scholar
Skuodis, Š., Dirgėlienė, N., Lekstutytė, I.: Change of soil mechanical properties due to triaxial sample size. (2019). https://doi.org/10.3846/mbmst.2019.006SkuodisŠ.DirgėlienėN.LekstutytėI.Change of soil mechanical properties due to triaxial sample size2019https://doi.org/10.3846/mbmst.2019.006Search in Google Scholar
Smith, G.N.: Probability and statistics in civil engineering. Collins Prof. Tech. books. 244, (1986)SmithG.N.Probability and statistics in civil engineeringCollins Prof. Tech. books.2441986Search in Google Scholar
ASTM. (2007a). ASTM D 698 – 07: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 1. In Annual Book of ASTM Standards (Vol. 3, pp. 1–13). Annual book of ASTM standards.ASTM2007aASTM D 698 – 07: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 1InAnnual Book of ASTM Standards3113Annual book of ASTM standardsSearch in Google Scholar