Experimental Study on Seismic Response Characteristics of Liquefiable Soil Layers

References

• Adalier, K. and Elgamal, A. [2005] “Liquefaction of over-consolidated sand: a centrifuge investigation,” Journal of Earthquake Engineering 9(1), 127–150.
   Google Scholar
• Adampira, M., Alielahi, H., Panji, M. and Koohsari, H. [2015] “Comparison of equivalent linear and nonlinear methods in seismic analysis of liquefiable site response due to near-fault incident waves: a case study,” Arabian Journal of Geosciences 8(5), 3103–3118. doi:10.1007/s12517-014-1399-6.
   Web of Science ®Google Scholar
• Afacan, K. B., Brandenberg, S. J. and Stewart, J. P. [2014] “Centrifuge modeling studies of site response in soft clay over wide strain range,” Journal of Geotechnical and Geoenvironmental Engineering 140(2), 1–13. doi:10.1061/(ASCE)GT.1943-5606.0001014.
   Web of Science ®Google Scholar
• Bennett, M. J., McLaughlin, P. V., Sarmiento, J. and Youd, T. L. [1984] Geotechnical Investigation of Liquefaction Sites, U.S. Geological Survey, Menlo Park, California.
   Google Scholar
• Bouckovalas, G. and Tsiapas, Y. [2015] “Seismic isolation effects and elastic response spectra of liquefied ground,” in Proceedings from 6th International Conference on Earthquake Geotechnical Engineering, ed. M. Cubrinovski, (New Zealand Geotechnical Society, Wellington, New Zealand).
   Google Scholar
• Bouckovalas, G. D., Tsiapas, Y. Z., Theocharis, A. I. and Chaloulos, Y. K. [2016] “Ground response at liquefied sites: seismic isolation or amplification?,” Soil Dynamics and Earthquake Engineering. 91, 329–339.
   Google Scholar
• Bouckovalas, G. D., Tsiapas, Y. Z., Zontanou, V. A. and Kalogeraki, C. G. [2017] “Equivalent linear computation of response spectra for liquefiable sites: the spectral envelope method,” Journal of Geotechnical and Geoenvironmental Engineering 143(4). DOI: 10.1061/(ASCE)GT.1943-5606.0001625
   Web of Science ®Google Scholar
• Chen, J., Shi, X. and Li, J. [2010] “Shaking table test of utility tunnel under non-uniform earthquake wave excitation,” Soil Dynamics and Earthquake Engineering 30(11), 1400–1416. doi:10.1016/j.soildyn.2010.06.014.
   Web of Science ®Google Scholar
• Dashti, S., Bray, J., Pestana, J., Riemer, M. and Wilson, D. [2010] “Centrifuge testing to evaluate and mitigate liquefaction-induced building settlement mechanisms,” Journal of Geotechnical and Geoenvironmental Engineering 136(7), 918–929. doi:10.1061/(ASCE)GT.1943-5606.0000306.
   Web of Science ®Google Scholar
• Derakhshandi, M., Rathje, E. M., Hazirbaba, K. and Mirhosseini, S. M. [2008] “The effect of plastic fines on the pore pressure generation characteristics of saturated sands,” Soil Dynamics and Earthquake Engineering 28(5), 376–386. doi:10.1016/j.soildyn.2007.07.002.
   Web of Science ®Google Scholar
• Ecemis, N. [2013] “Simulation of seismic liquefaction: 1-g model testing system and shaking table tests,” European Journal of Environmental and Civil Engineering 8189(September), 37–41.
   Google Scholar
• Elgamal, A. W. [1996] “Liquefaction of reclaimed island in Kobe, Japan,” International Journal of Geotechnical Engineering 122(1), 39–49. doi:10.1061/(ASCE)0733-9410(1996)122:1(39).
   Google Scholar
• Ghalandarzadeh, A., Orita, T., Towhata, I. and Yun, F. [1998] “Shaking table tests on seismic deformation of gravity quay walls,” Soils and Foundations 38, 115–132. doi:10.3208/sandf.38.Special_115.
   Google Scholar
• Hamada, M., Isoyama, R. and Wakamatsu, K. [1996] “Liquefaction induced ground displacement and its related damage to lifeline facilities,” Soils and Foundations 36, 81–97. Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nambu Earthquake.
   Google Scholar
• Hashash, Y., Dashti, S., Romero, M., Ghayoomi, M. and Musgrove, M. [2015] “Evaluation of 1-D seismic site response modeling of sand using centrifuge experiments,” Soil Dynamics and Earthquake Engineering 78, 19–31. doi:10.1016/j.soildyn.2015.07.003.
   Web of Science ®Google Scholar
• Hushmand, B., Scott, R. F. and Crouse, C. B. [1988] “Centrifuge liquefaction tests in a laminar box,” Géotechnique 38(2), 253–262. doi:10.1680/geot.1988.38.2.253.
   Web of Science ®Google Scholar
• Iai, S. [1989] “Similitude for shaking table tests on soil–structure–fluid model in 1g gravitational field,” Soils and Foundations 29(1), 105–118. doi:10.3208/sandf1972.29.105.
   Google Scholar
• Ishihara, K., Yasuda, S. and Shinkawa, N. [1996] “Soil characteristics and ground damage,” Soils and Foundations 36, 109–119. Special Issue on Geotechnical Aspects of the Hyogoken-Nambu Earthquake.
   Google Scholar
• Jafarian, Y., Mehrzad, B., Lee, C. J. and Haddad, A. H. [2017] “Centrifuge modeling of seismic foundation-soil foundation interaction on liquefiable sand,” Soil Dynamics and Earthquake Engineering 97, 184–204. doi:10.1016/j.soildyn.2017.03.019.
   Web of Science ®Google Scholar
• Kostadinov, M. V. and Towhata, I. [2002] “Assesement of liquefaction-inducing peak ground velocity and frequency of horizontal ground shaking at onset of phenomenon,” Soil Dynamics and Earthquake Engineering 22(4), 309–322. doi:10.1016/S0267-7261(02)00018-0.
   Web of Science ®Google Scholar
• Kramer, S. L. [1996] “Geotechnical earthquake engineering,” in Prentice- Hall International Series in Civil Engineering and Engineering Mechanics (Prentice-Hall, Inc., Upper Saddle River, New Jersey).
   Google Scholar
• Masanori, H., Isoyama, R. and Wakamatsu, K. [1996] “Liquefaction-induced ground displacement and its related damage to lifeline facilities,” Soils and Foundations 36(Special), 81–97. doi:10.3208/sandf.36.Special_81.
   Google Scholar
• Mirshekari, M. and Ghayoomi, M. [2017] “Centrifuge tests to assess seismic site response of partially saturated sand layers,” Soil Dynamics and Earthquake Engineering 94, 254–265. doi:10.1016/j.soildyn.2017.01.024.
   Web of Science ®Google Scholar
• Mori, S., Miwa, S. and Numata, A. [1996] “Shaking table tests to elucidate liquefaction behavior of reclaimed lands of weathered granite during the 1995 Hyogo ken Nanbu earthquake,” Journal of Structured Mechanics Earthquake Engineering 549/I-, 231–248.
   Google Scholar
• Olarte, J., Paramasivam, B., Dashti, S., Liel, A. and Zannin, J. [2017] “Centrifuge modeling of mitigation-soil-foundation-structure interaction on liquefiable ground,” Soil Dynamics and Earthquake Engineering 97, 304–323. November 2015.
   Web of Science ®Google Scholar
• Rathje, E. M., Abrahamson, N. A. and Bray, J. B. D. [1998] “Simplified frequency content estimates of earthquake ground motions,” Journal of Geotechnical and Geoenvironmental Engineering 124(2), 150–159. doi:10.1061/(ASCE)1090-0241(1998)124:2(150).
   Web of Science ®Google Scholar
• Rollins, K. M., McHood, M. D., Hryciw, R. D., Momolka, M. and Shewvridge, E. S. [1997] “Ground response on Treasure Island,” in The Loma Prieta, California, Earthquake of October 17 1989 – Strong Ground Motion, ed. R. D. Borcherdt (U.S. Geological Survey, Washington, District of Columbia), pp. 109–119.
   Google Scholar
• Sadrekarimi, A. [2013] “Dynamic behavior of granular soils at shallow depths from 1 g shaking table tests,” Journal of Earthquake Engineering 17, 227–252. doi:10.1080/13632469.2012.691616.
   Web of Science ®Google Scholar
• Sadrekarimi, A., Ghalandarzadeh, A. and Sadrekarimi, J. [2008] “Static and dynamic behavior of hunchbacked gravity quay walls,” Soil Dynamics and Earthquake Engineering 28, 99–117. doi:10.1016/j.soildyn.2007.05.004.
   Web of Science ®Google Scholar
• Sawicki, A. and Kulczykowski, M. [2014] “The shaking frequency effect in the dynamics of a model sandy layer,” Journal of Earthquake Engineering 18, 1266–1280. doi:10.1080/13632469.2014.954066.
   Web of Science ®Google Scholar
• Shimizu, Y., Yamazaki, F., Yasuda, S., Towhata, I., Suzuki, T., Isoyama, R., Ishida, E., et al. [2006] “Development of real-time safety control system for urban gas supply network,” Journal of Geotechnical and Geoenvironmental Engineering 132(2), 237–249. doi:10.1061/(ASCE)1090-0241(2006)132:2(237).
   Web of Science ®Google Scholar
• Su, D., Ming, H. Y. and Li, X. S. [2013] “Effect of shaking strength on the seismic response of liquefiable level ground,” Engineering Geology 166, 262–271. doi:10.1016/j.enggeo.2013.09.013.
   Web of Science ®Google Scholar
• Taboada, V. M. and Dobry, R. [1993] “Experimental results of model no. 1 at RPI.” in Int’l Conf. On the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, ed. K. Arulanandan and R. F. Scott (University of California, Davis), pp. 3–17.
   Google Scholar
• Towhata, I. [2008] Geotechnical Earthquake Engineering, 1st, Springer-Verlag Berlin Heidelberg, Verlag Berlin Heidelberg.
   Google Scholar
• Towhata, I. and Ishihara, K. [1985] “Shear work and pore water pressure in undrained shear.,” Soils and Foundations 25(3), 73–84. doi:10.3208/sandf1972.25.3_73.
   Google Scholar
• Towhata, I., Park, J. K., Orense, R. P. and Kano, H. [1996] “Use of spectrum intensity for immediate detection of subsoil liquefaction,” Soils and Foundations 36(2), 29–44. doi:10.3208/sandf.36.2_29.
   Google Scholar
• Trifunac, M. D. and Todorovska, M. I. [1998] “Nonlinear soil response as a natural passive isolation mechanism—the 1994 Northridge, California, earthquake,” Soil Dynamics and Earthquake Engineering 17(1), 41–51. doi:10.1016/S0267-7261(97)00028-6.
   Web of Science ®Google Scholar
• Varghese, R. M. and Latha, G. M. [2013] “Effect of overburden stress and surcharge pressure on the liquefaction response of sands,” International Journal of Geotechnical Engineering 7(4), 402–410. doi:10.1179/1939787913Y.0000000003.
   Google Scholar
• Watanabe, K., Sawada, R. and Koseki, J. [2016] “Uplift mechanism of open-cut tunnel in liquefied ground and simplified method to evaluate the stability against uplifting,” Soils and Foundations 56(3), 412–426. doi:10.1016/j.sandf.2016.04.008.
   Web of Science ®Google Scholar
• Yasuda, S., Harada, K., Shinkawa, N. and Ariyama, Y. [2008], “Shaking table tests and analyses on the evaluation of appropriate densification area against soil liquefaction”, The 14th World Conference on Earthquake Engineering, October 12–17, Beijing, China.
   Google Scholar
• Youd, T. L. and Carter, B. L. [2005] “Influence of soil softening and liquefaction on spectral acceleration,” Journal of Geotechnical and Geoenvironmental Engineering 131(7), 811–825. doi:10.1061/(ASCE)1090-0241(2005)131:7(811).
   Web of Science ®Google Scholar
• Yuan, X., Sun, R., Chen, L. and Tang, F. [2010] “A method for detecting site liquefaction by seismic records,” Soil Dynamics and Earthquake Engineering 30(4), 270–279. doi:10.1016/j.soildyn.2009.12.003.
   Web of Science ®Google Scholar
• Zeghal, M. and Elgamal, A. A.-W. [1994] “Analysis of site liquefaction using earthquake records,” International Journal of Geotechnical Engineering 120(6), 996–1017. doi:10.1061/(ASCE)0733-9410(1994)120:6(996).
   Google Scholar
• Zekri, A., Ghalandarzadeh, A., Ghasemi, P. and Aminfar, M. H. [2015] “Experimental study of remediation measures of anchored sheet pile quay walls using soil compaction,” Ocean Engineering 93, 45–63. doi:10.1016/j.oceaneng.2014.11.002.
   Web of Science ®Google Scholar