Evaluation of the shear wave velocity (VS) of an artificial carbonate sand obtained with the use of bender elements test
Evaluación de la velocidad de propagación de la onda de corte de una arena artificial carbonatada con el uso de bender elements
DOI:
https://doi.org/10.15446/dyna.v88n217.94105Palabras clave:
shear wave velocity;, carbonate sand;, bender element test; (en)ensayos con elementos bender;, velocidad de onde de corte;, arena carbonatada (es)
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Carbonate sand is characterized by the presence of fragile grains, which may influence their mechanical response due to the imposed loading; especially cyclic loading. The shear wave velocity (VS) provides relevant information for the design of foundation inserted in this type of soil, which can be obtained from laboratory tests with the use of bender elements (BE). This paper aims to evaluate the VS value of a carbonate sand from triaxial tests with BE using three methods in the time domain. The influence of loading, unloading and cycling on VS is also evaluated. The results confirmed that the confining stress affects the dynamic parameters. At higher stress levels, the signals are
more susceptible to the near field effects and the dynamic parameters are less influenced by cycling.
Las arenas carbonatadas son caracterizadas por la presencia de granos frágiles que pueden influenciar su respuesta mecánica, especialmente
por cargas cíclicas. La velocidad de la onda de corte (VS) proporciona información relevante para el diseño de una cimentación inserida en
este tipo de suelo y puede ser obtenida a partir de ensayos de laboratorio con el uso de bender elements (BE). Este artículo tiene como
objetivo evaluar el valor de VS de una arena carbonatada a partir de ensayos triaxiales con BE utilizando tres métodos en el dominio del tiempo. También se evalúa la influencia de la carga, descarga y ciclado sobre la rigidez al corte. Los resultados mostraron que la presión de confinamiento influencia los parámetros dinámicos. Para niveles de presión más altos, las señales son más susceptibles a los efectos de
campo próximo y los parámetros dinámicos son menos influenciados por el ciclado.
Referencias
Le Tirant, P. and Nauroy, J.F., Foundations in carbonate soils, Éditions Technip, Paris, France, 1994.
Datta, M., Gulhati, S.K. and Rao, G.V., Crushing of calcareous sands during drained shear, Society of Petroleum Engineers Journal, 20(2), pp. 77-85, 1980. DOI: 10.2118/8654-PA
Yeung, S.K. and Carter, J.P., An assessment of the bearing capacity of calcareous and silica sands, International Journal for Numerical and Analytical Methods in Geomechanics, 13(1), pp. 19-36, 1989. DOI:10.1002/nag.1610130104
Al-Douri, R.H. and Poulos, H.G., Static and cyclic direct shear testson carbonate sands, Geotechnical Testing Journal, GTJODJ, 15(2), pp. 138-157, 1991. DOI: 10.1520/GTJ10236J
Grine, K. and Glendinning, S., Creation of an artificial carbonate sand, Geotechnical and Geological Engineering, 25(4), pp. 441-448, 2007. DOI: 10.1007/s10706-007-9121-z
Gandra, A., EPE: Brasil tem potencial técnico de energia eólica nomar de 700 GW. Agência Brasil [Online], 2021. [date of reference January 29th of 2021]. Available at: https://agenciabrasil.ebc.com.br/economia/noticia/2020-01/epe-brasiltempotencial-tecnicode-energia-eolica-no-mar-de-700-gw
Spagnoli, G., Doherty, P., Wu, D. and Doherty, M., Somemineralogical and geotechnical properties of carbonate and silica sands in relation to a novel mixed-in-place pile. 12th Offshore Mediterranean Conference and Exhibition in Ravenna, Italy, March 25-27, 2015.
Carter, J.P., Airey, D.W. and Fahey, M., A review of laboratory testing of calcareous soils, Proceedings of the 2nd International Conference on Engineering for Calcareous Sediments, Rotterdam, The Netherlands, 2000, pp 401-431.
Watson, P.G., Bransby, M.F., Delimi, Z.L., Erbrich, C.T., Finnie, I., Krisdani, H., Meecham, C., O’Neill, M., Randolph, M.F. Rattley, M.J., Silva, M., Stevens, B., Thomas, S. and Westgate, Z., Foundation design in offshore carbonate sediments - building on knowledge to address future challenges. XVI Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVI PCSMGE), From Research to Applied Geotechnics, 2019, pp 240-274.
Bhattacharya, S., Design of foundations for offshore wind turbines, John Wiley & Sons Ltd, New Jersey, USA, 2019. DOI:10.1002/9781119128137
Oh, K-Y., Nam, W., Ryu, M.S. and Kim, J-Y., Epureanu, B.I., A review of foundations of offshore wind energy convertors: current status and future perspectives, Renewable and Sustainable Energy Reviews, 88, pp. 16-36, 2018. DOI: 10.1016/j.rser.2018.02.005
Viggiani, G. and Atkinson, J.H., Stiffness of fine-grained soil at very small strains, Geotechnique, 45(2), pp. 249-265, 1995. DOI: 10.1680/geot.1995.45.2.249
Dong, Y., Lu, N. and McCartney, J.S., Unified model for small-strain shear modulus of variably saturated soil, Journal of Geotechnical and Geoenvironmental Engineering, 142(9), 04016039, 2016. DOI:10.1061/(asce)gt.1943-5606.0001506
Mair, R.J., Developments in geotechnical engineering research: application to tunnels and deep excavation. Proceedings of the Institution of Civil Engineers-Civil Engineering, 97(1), pp. 27-41,1993.
Viana da Fonseca, A., Ferreira, C. and Fahey, M., A framework interpreting bender element tests, combining time-domain and frequency-domain methods, Geotechnical Testing Journal, 32(2), pp. 91-107, 2009. DOI: 10.1520/gtj100974
Ingale, R., Patel, A. and Mandal, A., Performance analysis of piezoceramic elements in soil: a review, Sensors and Actuators, 262, pp. 46-63, 2017. DOI: 10.1016/j.sna.2017.05.025
Camacho-Tauta, J., Ali, H. and Cascante, G., Frequency domain method in bender element testing, in: 6th International Symposium on Deformation Characteristics of Geomaterials, Buenos Aires, Argentina, 2015, pp. 398-406. DOI: 10.3233/978-1-61499-601-9-398
Kumar, J. and Madhusudhan, B.N., A note on the measurement of travel times using bender and extender elements, Soil Dynamics and Earthquake Engineering, 30(7), pp. 630-634, 2010. DOI:10.1016/j.soildyn.2010.02.003
Xiao, H., Yao, K., Liu, Y., Goh, S.H. and Lee, F.H., Bender element measurement of small strain shear modulus of cement-treated marine clay - Effect of test setup and methodology, Construction and Building Materials, 172, pp. 433-447, 2018. DOI: 10.1016/j.conbuildmat.2018.03.258
Camacho-Tauta, J.F., Cascante, G., Viana da Fonseca, A. and Santos, J.A., Time and frequency ki evaluation of bender element systems, Géotechnique, 65(7), pp. 548-562, 2015. DOI: 10.1680=geot.13.P.206
Coop, M.R. and Atkinson, J.H., The mechanics of cemented carbonate sands, Géotechnique, 43(1), pp. 53-67, 1993. DOI: 10.1680/geot.1994.44.3.533
Miura, S. and Toki, S., A sample preparation method and its effect on static and cyclic deformation-strength properties of sand, Soils and Foundations, 22(1), pp. 61-77, 1982.
ASTM D2487, Standard practice for classification of soils for Engineering Purposes (Unified Soil Classification System), American Society for Testing and Materials, USA, 2017.
Dyvik, R. and Madshus, C., Lab measurements of GMAX using bender elements, Advances in the Art of Testing Soils Under Cyclic Conditions, 1985, pp. 186-197.
Wang, Y.H., Lo, K.F., Yan, W.M. and Dong, X.B., Measurement biases in the bender element test. Journal of Geotechnical and Geoenvironmental Engineering, 133(5), pp. 564-574, 2007. DOI:10.1061/(asce)1090 0241(2007)133:5(564)
Sawangsuriya, A., Biringen, E., Fratta, D., Bosscher, P.J. and Edil, T.B., Dimensionless limits for the collection and interpretation of wave propagation data in soils. Geotechnical Special Publication (GSP), 149, pp. 160-166, 2006. DOI: 10.1061/40861(193)20
Pennington, D.S., Nash, D.F.T. and Lings, M.L., Horizontally mounted bender elements for measuring anisotropic shear moduli in triaxial clay specimens, Geotechnical Testing Journal, 24(2), pp. 133- 144, 2001. DOI: 10.1520/gtj11333j
Sánchez-Salinero, I., Roesset, J.M. and Stokoe, K.H., Analytical studies of body wave propagation and attenuation, Geotechnical Report No. GR86-15, Civil Engineering Department, University of Texas at Austin, USA, 1986.
Leong, E.C., Cahyadi, J. and Rahardjo, H., Measuring shear and compression wave velocities of soil using bender-extender elements. Canadian Geotechnical Journal, 46(7), pp. 792-812, 2009. DOI: 10.1139/T09-026
Kawaguchi, T., Ogino, T., Yamashita, S. and Kawajiri, S., Identification method for travel time based on the time domain technique in bender element tests on sandy and clayey soils. Soils and Foundations, 56(5), pp. 937-946, 2016. DOI: 10.1016/j.sandf.2016.08.017
Yamashita, S., Kawaguchi, T., Nakata, Y., Mikamt, T., Fujiwara, T. and Shibuya, S., Interpretation of international parallel test on the measurement of GMAX using bender elements, Soils and Foundations, 49(4), pp. 631-650, 2009. DOI: 10.3208/sandf.49.631
Ogino, T., Kawaguchi, T., Yamashita, S. and Kawajiri, S., Measurement deviations for shear wave velocity of bender element test using time domain, cross-correlation, and frequency domain approaches, Soils and Foundations 55(2), pp. 329-342, 2015.
Porcino, D.D. and Tomasello, G., Shear wave velocity-based evaluation of liquefaction resistance for calcareous sands of different origin, Soil Dynamics and Earthquake Engineering 122, pp. 235-247, 2019. DOI: 10.1016/j.soildyn.2019.03.019
Fioravante, V., Anisotropy of small strain stiffness of Ticino and Kenya sands from seismic wave propagation measured in triaxial testing, Soils and Foundations 40(4), pp. 129-142, 2000. DOI:10.3208/sandf.40.4_129
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CrossRef Cited-by
1. Badee Alshameri. (2023). Investigate and Analysis the Efficiency of Existing Recommendations of Near-Field Effect and Boundary Conditions on Bender Element Technique. Pure and Applied Geophysics, 180(11), p.3769. https://doi.org/10.1007/s00024-023-03347-2.
2. Miguel Castilla-Barbosa, Manuel Ocampo-Terreros, Orlando Rincón-Arango. (2024). A Review of Sand Aging: Mechanisms and Impacts. Geotechnical and Geological Engineering, 42(8), p.6727. https://doi.org/10.1007/s10706-024-02923-0.
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