Abstract
The shear wave velocity (Vs) of the soil which is one of the most essential factors of soil dynamics is basically used to estimate the shear modulus. Moreover, bender elements are the most extensively used laboratory techniques to measure shear wave velocity in soils. The present study aims at analyzing how gasoline pollution affects shear wave velocity in sandy soils and also comparing shear wave velocities in clean and contaminated samples. In this sense, gasoline was employed as the pollutant. Furthermore, native soil from Ilam Province in western Iran, the clayey sand (SC), was used. The shear wave velocity of clean and contaminated gasoline samples was measured using the bender element technique (containing 2.0, 4.0, 6.0, 8.0, 10.0, and 12.0 wt%) of gasoline, respectively. To precisely calculate the shear wave travel time in bender element testing, clean clayey sand (SC) samples were tested at a frequency of 2–20 kHz under a limiting pressure of 100–500 kPa. The shear wave velocity in contaminated samples was subsequently investigated using bender element testing. The findings of the present study revealed that limiting pressure increase enhances the shear wave velocity of gasoline-polluted clayey sand (SC) at all frequencies. In this research, 4.0 wt% gasoline is designated as a limit, in the sense that surpassing this figure can have detrimental effects on shear wave velocity. Increasing the gasoline concentration to 6.0 wt% would have a substantial impact on the interparticle condition of the clay sandblast, lowering the shear wave velocity considerably. Furthermore, adding)8.0–12.0 wt%( gasoline to clayey sand (SC) had little influence on the shear wave velocity. The influence of gasoline pollution on the microstructure of clayey sand (SC) was also examined in this research, using a scanning electron microscope (SEM).
Similar content being viewed by others
Data availability
The desired information is in the text of the article.
References
Arroyo M, Muir Wood D, Greening PD, Medina L, Rio J (2006) Effects of sample size on bender-based axial G0 measurements. Géotechnique 56(1):39–52
Ataii S, Ghalandarzadeh A, Moradi M (2019) Frequency dependency of laboratory measurement of maximum shear wave velocity by bender elements. Adv Res Civil Eng 1(1):25–31
Brignoli E, Gotti M, Stokoe K (1996) Measurement of shear waves in laboratory specimens by means of piezoelectric transducers. Geotech Test J 19(4):384–397. https://doi.org/10.1520/GTJ10716J
Cai Y, Dong Q, Wang J, Gu C, Xu C (2015) Measurement of small strain shear modulus of clean and natural sands in saturated condition using bender element test. Soil Dyn Earthq Eng 76:100–110. https://doi.org/10.1016/j.soildyn.2014.12.013
Dyvik R, Madshus C (1985) Lab measurements of Gmax using bender element. In: Proceedings of ASCE Annual convention on advances in the art of testing soils under cyclic conditions, pp 1–7
Fingas MF (2004) Modeling evaporation using models that are not boundary-layer regulated. J Hazard Mater 107(1–2):27–36. https://doi.org/10.1016/j.jhazmat.2003.11.007
Gu C, Wang J, Cai Y (2012) Guo L (2014) Influence of cyclic loading history on small strain shear modulus of saturated clays. Soil Dyn Earthq Eng 66(September):1–12. https://doi.org/10.1016/j.soildyn.2014.06.027
Heidarizadeh Y, Lajevardi SH, Sharifipour M, Kamalian M (2021) Experimental characterization of the small strain shear modulus of soft clay stabilized with cement and nano-SiO2 using bender element tests. Bull Eng Geol Env 80(3):2523–2534. https://doi.org/10.1007/s10064-020-02096-z
Heidarizadeh Y, Lajevardi S H, Sharifipour M (2022) Small strain stiffness properties of cement-stabilized sand reinforced with polypropylene fibre. Soil Mech Found Eng 1–6. https://doi.org/10.1007/s11204-022-09795-7
Jafari SH, Lajevardi SH, Sharifipour M, Kamalian M (2021a) Determination of maximum unconfined shear modulus of lime stabilized clay by bender element apparatus. Q J Earthq Sci Eng 8(1):25–37
Jafari SH, Lajevardi SH, Sharifipour M, Kamalian M (2021b) Evaluation of small strain stiffness characteristics of soft clay treated with lime and nanosilica and correlation with UCS (qu). Bull Eng Geol Env 80(4):3163–3175. https://doi.org/10.1007/s10064-021-02115-7
Jovičić V, Coop MR, Simić M (1996) Objective criteria for determining Gmax from bender element tests. Geotechnique 46(2):357–362
Khamehchiyan M, Hossein Charkhabi A, Tajik M (2007) Effects of crude oil contamination on geotechnical properties of clayey and sandy soils. Eng Geol 89:220–229. https://doi.org/10.1016/j.enggeo.2006.10.00
Kim T, Finno RJ (2014) Elastic shear modulus of compressible Chicago clay. KSCE J Civ Eng 18(7):1996–2006
Leong EC, Cahyadi J, Rahardjo H (2009) Measuring shear and compression wave velocities of soil using bender–extender elements. Can Geotech J 46:792–812. https://doi.org/10.1139/T09-026
Lo Presti DC, Jamiolkowski M, Pallara O, Cavallaro A, Pedroni S (1997) Shear modulus and damping of soils. Geotechnique 47:603–617. https://doi.org/10.1680/geot.1997.47.3.603
Mancuso C, Simonelli AL, Vinale F (1989) Numerical analysis of in situ S-wave measurements. In: Paper presented at the proc 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro. 277–280
Murillo C, Sharifipour M, Caicedo B, Thorel and Dano C, (2011) Elastic parameters of intermediate soils based on bender-extender elements pulse tests. Soils Found 51(4):637–649. https://doi.org/10.1007/s11204-022-09795-7
Piriyakul K (2013) Application of the non-destructive testing method to determine the Gmax of Bangkok clay. 418:157–160. https://doi.org/10.4028/www.scientific.net/AMM.418.157
Prashant A, Kotak H, Jadhav PR (2016) Estimation of small-strain shear modulus of embankment soils before construction using bender elements in compaction test. Indian Geotech J 47(2):208–217. https://doi.org/10.1007/s40098-016-0191-9
Rajabi H, Sharifipour M (2017) An experimental characterization of shear wave velocity (Vs) in clean and hydrocarbon-contaminated sand. Geotech Geol Eng 35(6):2727–2745. https://doi.org/10.1007/s10706-017-0274-0
Rajabi H, Sharifipour M (2018) Influence of weathering process on small-strain shear modulus (Gmax) of hydrocarbon-contaminated sand. Soil Dyn Earthq Eng 107:129–140. https://doi.org/10.1016/j.soildyn.2018.01.006
Rajabi H, Sharifipour M (2019) Geotechnical properties of hydrocarbon-contaminated soils: a comprehensive review. Bull Eng Geol Env 78(5):3685–3717. https://doi.org/10.1007/s10064-018-1343-1
Sadeghzadegan R, Naeini SA, Mirzaii A (2018) Determination of small shear modulus of clayey sand using bender element test. World Academy of Science, Engineering and Technology International Journal of Geotechnical and Geological Engineering. 12(1):7–11
Sanchez-Salinero I (1987) Analytical investigation of seismic methods used for engineering applications. Doctoral dissertation, University of Texas at Austin. Texas Unites States
Viggiani G, Atkinson JH (1995) Interpretation of bender element tests. Ge´otechnique 45:149–154. https://doi.org/10.1680/geot.1995.45.1.149
Xiao H, Yao K, Liu Y, Goh SH, Lee FH (2018) Bender element measurement of small strain shear modulus of cement-treated marine clay - effect of test setup and methodology. Constr Build Mater 172:433–447. https://doi.org/10.1016/j.conbuildmat.2018.03.258
Yamashita S, Kawaguchi T, Nakata Y, Mikami T, Fujiwara T, Shibuya S (2009) Interpretation of international parallel test on the measurement of Gmax using bender elements. Soils Found 49:631–650. https://doi.org/10.3208/sandf.49.631
Youn JU, Choo YW, Kim DS (2008) Measurement of small-strain shear modulus Gmax of dry and saturated sands by bender element, resonant column, and torsional shear tests. Can Geotech J 45(10):1426–1438. https://doi.org/10.1139/T08-069
Acknowledgements
The authors appreciate West Oil and Gas Production Company (WOGPC) and the Iranian Soil Mechanics Industry (SMI), as well as the International Institute of Earthquake Engineering and Seismology, for their valuable support to conduct this research.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare no competing interests.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Nosratian, A., Sharifipour, M., Lajevardi, S.H. et al. Laboratory description of shear wave velocity (Vs) in clean and hydrocarbon-polluted clayey sand (SC) samples. Bull Eng Geol Environ 82, 228 (2023). https://doi.org/10.1007/s10064-023-03253-w
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s10064-023-03253-w