DOI QR코드

DOI QR Code

A new way to design and construct a laminar box for studying structure-foundation-soil interaction

  • Qin, X. (Department of Civil and Environmental Engineering. The University of Auckland, Auckland Mail Centre) ;
  • Cheung, W.M. (Department of Civil and Environmental Engineering. The University of Auckland, Auckland Mail Centre) ;
  • Chouw, N. (Department of Civil and Environmental Engineering. The University of Auckland, Auckland Mail Centre)
  • 투고 : 2019.02.18
  • 심사 : 2019.10.15
  • 발행 : 2019.11.25

초록

This paper describes the construction of a laminar box for simulating the earthquake response of soil and structures. The confinement of soil in the transverse direction does not rely on the laminar frame but is instead achieved by two acrylic glass walls. These walls allow the behaviour of soil during an earthquake to be directly observed in future study. The laminar box was used to study the response of soil with structure-footing-soil interaction (SFSI). A single degree-of-freedom (SDOF) structure and a rigid structure, both free standing on the soil, were utilised. The total mass and footing size of the SDOF and rigid structures were the same. The results show that SFSI considering the SDOF structure can affect the soil surface movements and acceleration of the soil at different depths. The acceleration developed at the footing of the SDOF structure is also different from the surface acceleration of free-field soil.

키워드

참고문헌

  1. Anastasopoulos, I., Gazetas, G., Bransby, M.F., Davies, M.C.R. and El Nahas, A. (2007), "Fault rupture propagation through sand: finite-element analysis and validation through centrifuge experiments", J. Geotech. Geoenviron. Eng., 133(8), 943-958. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:8(943).
  2. Anastasopoulos, I., Georgarakos, T., Georgiannou, V., Drosos, V. and Kourkoulis, R. (2010), "Seismic performance of bar-mat reinforced-soil retaining wall: Shaking table testing versus numerical analysis with modified kinematic hardening constitutive model", Soil Dyn. Earthq. Eng., 30(10), 1089-1105. https://doi.org/10.1016/j.soildyn.2010.04.020.
  3. Bhattacharya, S., Lombardi, D., Dihoru, L., Dietz, M.S., Crewe, A.J. and Taylor, C.A. (2012), "Model container design for soil-structure interaction studies", Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering, Springer Netherlands.
  4. Buckingham, E. (1914), "Illustrations of the use of dimensional analysis", Phys. Simil. Syst. Phys. Rev., 4(4), 354-377.
  5. Chen, J., Shi, X. and Li, J. (2010), "Shaking table test of utility tunnel under non-uniform earthquake wave excitation", Soil Dyn. Earthq. Eng., 30(11), 1400-1416. https://doi.org/10.1016/j.soildyn.2010.06.014.
  6. Cubrinovski, M., Kokusho, T. and Ishihara, K. (2006), "Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils", Soil Dyn. Earthq. Eng., 26(2), 275-286. https://doi.org/10.1016/j.soildyn.2005.02.018.
  7. Huang, C., Zhang, H. and Sui, Z. (2006), "Development of large-scale laminar shear model box", Chin. J. Rock Mech. Eng., 25, 2128-2134. https://doi.org/10.3321/j.issn:1000-6915.2006.10.027
  8. Japan Society of Civil Engineering (JSCE) (2000), Earthquake Resistant Design Code in Japan, Tokyo, Maruzen.
  9. Krishna, A.M. and Latha, G.M. (2007), "Seismic response of wrap-faced reinforced soil-retaining wall models using shaking table tests", Geosyn. Int., 14(6), 355-364. https://doi.org/10.1680/gein.2007.14.6.355.
  10. Lambe, T.W. and Whitman, R.V. (1969), Soil Mechanics, Wiley, NY.
  11. Larkin, T. (2008), "Seismic response of liquid storage tanks incorporating soil structure interaction", ASCE J. Geotech. Geoenviron. Eng., 134(12), 1804-1814. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:12(1804).
  12. Larkin, T.J. (1978), "DENSOR- A computer program for seismic response analysis of nonlinear horizontal soil layers", Report No 51508/6, Norwegian Geotechnical Institute.
  13. Matsuda, T. and Goto, Y. (1988), "Studies on experimental technique of shaking table test for geotechnical problems", Proceeding of the 9th World Conference on Earthquake Engineering. Tokyo, 8, 837-842).
  14. Matsuo, M. and Ohara, S. (1960), "Lateral earth pressures and stability of quay walls during earthquakes", Proceedings, Second World Conference on Earthquake Engineering, Tokyo, Japan.
  15. Mononobe, N. and Matsuo, O. (1929), "On the determination of earth pressure during earthquakes", Proceeding of the World Engineering Congress, 9, Tokyo.
  16. NZS1170.5. (2004), Structural Design Actions Part 5: Earthquake Action, Standard New Zealand.
  17. Pamuk, A., Gallagher, P.M. and Zimmie, T.F. (2007), "Remediation of piled foundations against lateral spreading by passive site stabilization technique", Soil Dyn. Earthq. Eng., 27(9), 864-874. https://doi.org/10.1016/j.soildyn.2007.01.011.
  18. Paolucci, R., Shirato, M. and Yilmaz, M.T. (2008), "Seismic behaviour of shallow foundations: Shaking table experiments vs numerical modelling", Earthq. Eng. Struct. Dyn., 37(4), 577-595. https://doi.org/10.1002/eqe.773.
  19. Pitilakis, D., Dietz, M., Wood, D.M., Clouteau, D. and Modaressi, A. (2008), "Numerical simulation of dynamic soil-structure interaction in shaking table testing", Soil Dyn. Earthq. Eng., 28(6), 453-467. https://doi.org/10.1016/j.soildyn.2007.07.011.
  20. Prasad, S.K., Towhata, I., Chandradhara, G.P. and Nanjundaswamy, P. (2004), "Shaking table tests in earthquake geotechnical engineering", Curr. Sci.-Bangalore, 87, 1398-1404.
  21. Qin, X. (2016), "Experimental studies of structure-foundation-soil interaction effect on upliftable structures", Doctoral Dissertation, ResearchSpace@ Auckland.
  22. Qin, X. and Chouw, N. (2017), "Shake table study on the effect of mainshock-aftershock sequences on structures with SFSI", Shock Vib., 2017, Article ID 9850915, 12. https://doi.org/10.1155/2017/9850915.
  23. Qin, X. and Chouw, N. (2018), "Response of structure with controlled uplift using footing weight", Earthq. Struct., 15(5), 555-564. https://doi.org/10.12989/eas.2018.15.5.555.
  24. Qin, X., Chen, Y. and Chouw, N. (2013), "Effect of uplift and soil nonlinearity on plastic hinge development and induced vibrations in structures", Adv. Struct. Eng., 16(1), 135-147. https://doi.org/10.1260/1369-4332.16.1.135.
  25. Rad, N.S. and Tumay, M.T. (1987), "Factors affecting sand specimen preparation by raining", ASTM Geotech. Test. J., 10(1), 31-37. https://doi.org/10.1520/GTJ10136J.
  26. Sabermahani, M., Ghalandarzadeh, A. and Fakher, A. (2009), "Experimental study on seismic deformation modes of reinforced-soil walls", Geotext. Geomembran., 27(2), 121-136. https://doi.org/10.1016/j.geotexmem.2008.09.009.
  27. Ueng, T., Wang, M., Chen, M., Chen, C. and Peng, L. (2006), "A large biaxial shear box for shaking table test on saturated sand", Geotech. Test. J., 29(1), 1-8. https://doi.org/10.1520/GTJ12649.
  28. Ueng, T.S., Wu, C.W., Cheng, H.W. and Chen, C.H. (2010), "Settlements of saturated clean sand deposits in shaking table tests", Soil Dyn. Earthq. Eng., (1), 50-60. https://doi.org/10.1016/j.soildyn.2009.09.006.
  29. Wu, X.P., Sun, L.M., Hu, S.D. and Fan, L.C. (2002), "Development of laminar shear box used in shaking table test", J. Tongji Univ., 30(7), 781-785. https://doi.org/10.3321/j.issn:0253-374X.2002.07.001
  30. Zhou, H., Qin, X., Wang, X. and Liang, Y. (2018), "Use of large-scale shake table tests to assess the seismic response of a tunnel embedded in compacted sand", Earthq. Struct., 15(6), 655-665. https://doi.org/10.12989/eas.2018.15.6.655.