Research Article

EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES

Volume: 30 Number: 3 December 21, 2022
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EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES

Abstract

Saturated deposits of sandy soils may liquefy during an earthquake event, causing detrimental effects on the site and structures. Mitigation of liquefaction-induced damage is of the essence when the structures are expected to exceed the acceptable limits of safety and serviceability. Induced Partial Saturation (IPS) has been recently proposed as a novel liquefaction countermeasure. In the present study, several laboratory tests were conducted on partially saturated sand models to offer insights into two IPS methods, paying more attention to the distribution of air/gas bubbles entrapped in pore spaces. For this purpose, loose deposits of partially saturated sand were prepared in transparent plexiglass boxes either injecting air or using a chemical substance. Digital images were recorded at different stages of the tests, which provided an opportunity to visualize the distribution of gas/air bubbles. Furthermore, moisture sensors were placed at different locations of sand models, allowing to capture the variation of the degree of saturation with time. Comprehensive analyses of the test data suggested that oxygen bubbles were generated through a reaction between water and chemical substance, and the distribution of oxygen bubbles was sufficiently uniform across the sand models. This method also allowed the preparation of sand models at the desired degrees of saturation. On the contrary, at 1-g injected air was observed to flow through a path of less resistance, and this technique was comparatively less successful in preparing sand models with uniformly distributed air bubbles and at lower degrees of saturation (i.e., below 90%).

Keywords

Liquefaction , Partial Saturation , Air Injection , Chemical Substances , Hydrogen Peroxide

References

  1. Bertalot, D., Brennan, A. J. & Villalobos, F. A. (2013). Influence of bearing pressure on liquefaction-induced settlement of shallow foundations. Géotechnique, 63(5), 391-399. doi: https://doi.org/10.1680/geot.11.P.040
  2. Bhattacharya, S., Hyodo, M., Goda, K., Tazoh, T. & Taylor, C. A. (2011). Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake. Soil Dynamics and Earthquake Engineering, 31(11), 1618-1628. doi: https://doi.org/10.1016/j.soildyn.2011.06.006
  3. Bray, J., Sancio, R., Durgunoglu, T., Onalp, A., Youd, T., Stewart, J., Seed, R., Cetin, O., Bol, E., Baturay, M., Christensen, C. & Karadayilar, T. (2004). Subsurface characterization at ground failure sites in Adapazari, Turkey. Journal of Geotechnical and Geoenvironmental Engineering, 130(7), 673-685. doi: https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(673)
  4. Choi, S. G., Chang, I., Lee, M., Lee, J. H., Han, J. T. & Kwon, T. H. (2020). Review on geotechnical engineering properties of sands treated by microbially induced calcium carbonate precipitation (MICP) and biopolymers. Construction and Building Materials, 246(June), 118415. doi: https://doi.org/10.1016/j.conbuildmat.2020.118415
  5. Cubrinovski, M., Bray, J. D., Taylor, M., Giorgini, S., Bradley, B., Wotherspoon, L. & Zupan, J. (2011). Soil liquefaction effects in the Central Business District during the February 2011 Christchurch Earthquake. Seismological Research Letters, 82(6), 893-904. doi: https://doi.org/10.1785/gssrl.82.6.893
  6. DeJong, J. T., Mortensen, B. M., Martinez, B. C. & Nelson, D. C. (2010). Bio-mediated soil improvement. Ecological Engineering, 36(2), 197-210. doi: https://doi.org/10.1016/j.ecoleng.2008.12.029
  7. Elgamal, A.-W., Zeghal, M., and Parra, E. (1996). Liquefaction of reclaimed island in Kobe, Japan. Journal of Geotechnical Engineering, 122(1):39-49. doi: https://doi.org/10.1061/(ASCE)0733-9410(1996)122:1(39)
  8. Eseller-Bayat, E. & Gulen, D. B. (2020). Undrained dynamic response of partially saturated sands tested in a DSS-C device. Journal of Geotechnical and Geoenvironmental Engineering, 146(11), 04020118. doi: https://doi.org/10.1061/(ASCE)GT.1943-5606.0002361
  9. Eseller-Bayat, E., Yegian, M. K., Alshawabkeh, A. & Gokyer, S. (2013). Liquefaction response of partially saturated sands. I: Experimental results. Journal of Geotechnical and Geoenvironmental Engineering, 139(6), 863-871. doi: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000815
  10. Gallagher, P. M. & Mitchell, J. K. (2002). Influence of colloidal silica grout on liquefaction potential and cyclic undrained behavior of loose sand. Soil Dynamics and Earthquake Engineering 22(9), 1017-1026. doi: https://doi.org/10.1016/S0267-7261(02)00126-4
APA
Zeybek, A. (2022). EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi, 30(3), 309-317. https://doi.org/10.31796/ogummf.1062953
AMA
1.Zeybek A. EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi. 2022;30(3):309-317. doi:10.31796/ogummf.1062953
Chicago
Zeybek, Abdulhakim. 2022. “EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES”. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi 30 (3): 309-17. https://doi.org/10.31796/ogummf.1062953.
EndNote
Zeybek A (December 1, 2022) EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 30 3 309–317.
IEEE
[1]A. Zeybek, “EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES”, Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, vol. 30, no. 3, pp. 309–317, Dec. 2022, doi: 10.31796/ogummf.1062953.
ISNAD
Zeybek, Abdulhakim. “EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES”. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 30/3 (December 1, 2022): 309-317. https://doi.org/10.31796/ogummf.1062953.
JAMA
1.Zeybek A. EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi. 2022;30:309–317.
MLA
Zeybek, Abdulhakim. “EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES”. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi, vol. 30, no. 3, Dec. 2022, pp. 309-17, doi:10.31796/ogummf.1062953.
Vancouver
1.Abdulhakim Zeybek. EXPERIMENTAL INSIGHTS INTO INDUCED PARTIAL SATURATION METHODS DEVELOPED FOR LIQUEFACTION MITIGATION: DISTRIBUTION OF GAS BUBBLES. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi. 2022 Dec. 1;30(3):309-17. doi:10.31796/ogummf.1062953