Response of pile groups against seismically induced lateral flow in centrifuge model tests

Soils and Foundations

Volumn 44, Issue 3, 2004, Pages 39-55

  Imamura, Shinichiro ^a   Hagiwara, Toshiyuki ^a   Tsukamoto, Yoshimichi ^b   Ishihara, Kenji ^b  

^a Nishimatsu Construction   (Japan)

^b TOKYO UNIVERSITY OF SCIENCE   (Japan)

Author keywords

Centrifuge model test; Earthquake; Lateral flow; Liquefaction; Pile group (IGC: E12 K7)

Indexed keywords

CENTRIFUGES; EARTHQUAKES; GEOTECHNICAL ENGINEERING; PILES; SEISMOLOGY; SOIL LIQUEFACTION;

CENTRIFUGE MODEL TEST; LATERAL FLOW; PILE GROUP (IGC: E12/K7); PILE SPACING;

SOILS;

EID: 24744457916     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.44.3_39     Document Type: Review

References (36)

1. Abdoun, T. H. and Dobry, R. (1998): Seismically induced lateral spreading of two-layer sand deposit and its effect on pile foundations, Proc. Centrifuge 98 (eds. by Kimura, T. et al.), Balkema, 321-326.
2. Adachi, N., Miyamoto, Y. and Koyamada, K. (1998): Shaking table test and lateral loading test for pile foundation in saturated sand, Proc. Centrifuge 98 (eds. by Kimura, T. et al.), Balkema, 289-294.
3. Boulanger, R. W., Curras, C. J., Kutter, B. L., Wilson, D. W. and Abghari, A. (1999): Seismic soil-pile structure interaction experiments and analysis, Journal of Geolechnical and Geoenvironmental Engineering, ASCE, 125 (9), 750-759.
4. Dobry, R., Taboada, V. and Liu, L. (1995): Centrifuge modeling of liquefaction effects during earthquakes, Earthquake Geotechnical Engineering (ed. by Ishihara, K.), Balkema, 1291-1324.
5. Hamada, M., Isoyama, R. and Wakamatsu, K. (1996): Liquefaction-induced ground displacement and its related damage to lifeline facilities, Soils and Foundations, Special Issue, 81-97.
6. Hamada, M. and Wakamatsu, K. (1998): Liquefaction-induced ground displacement triggered by quaywall movement, Soils and Foundations, Special Issue, 85-95.
7. Hamada, M., Yasuda, S., Isoyama, R. and Emoto, K. (1986): Study on liquefaction induced permanent ground displacements, Association for the Development of Earthquake Prediction in Japan.
8. Horikoshi, K., Tateishi, A. and Fujiwara, T. (1998): Centrifuge modeling of a single pile subjected to liquefaction-induced lateral spreading, Soils and Foundations, Special Issue, 193-208.
9. Iai, S., Ichii, K., Liu, H. and Morita, T. (1998): Effective stress analyses of port structures, Soils and Foundations, Special Issue, 97-114.
10. Imamura, S. and Fujii, N. (2002): Observed dynamic characteristics of liquefying sand in a centrifuge, Physical Modelling in Geotechnics: ICPMG'02 (eds. by Phillips, R. et al.), Balkema, 195-200.
11. Imamura, S., Hagiwara, T., Ishihara, K., Tsukamoto, Y. and Kon, H. (2002): Characteristics of lateral flows of two-layered slopes due to liquefaction in a centrifuge, Physical Modelling in Geolechnics: ICPMG'02 (eds. by Phillips, R. et al.), Balkema, 501-506.
12. Imamura, S., Hagiwara, T. and Nomoto, T. (1998): Nishimatsu dynamic geotechnical centrifuge facility, Proc. Centrifuge 98 (eds. by Kimura, T. et al.), Balkema, 19-24.
13. Inagaki, H., Iai, S., Sugano, T., Yamazaki, H. and Inatomi, T. (1996): Performance of caisson type quay walls at Kobe port, Soils and Foundations, Special Issue, 119-136.
14. Ishihara, K. (1996): Soil Behaviour in Earthquake Geotechnics, Oxford University Press.
15. Ishihara, K. and Cubrinovski, M. (1998): Soil-pile interaction in liquefied deposits undergoing lateral spreading, Geotechnical Hazards (eds. by Maric, B. et al.), Balkema, 51-64.
16. Ishihara, K., Yoshida, K. and Kato, M. (1997): Characteristics of lateral spreading in liquefied deposits during the 1995 Hanshin-Awaji Earthquake, Journal of Earthquake Engineering, 1 (1), 23-55.
17. Kokusho, T. (1999): Formation of water film in liquefied sand and its effect on lateral spread, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125 (10), 817-826.
18. Kokusho, T. (2000): Mechanism for water film generation and lateral flow in liquefied sand layer, Soils and Foundations, 40 (5), 99-111.
19. Law, H., Ko, H.-Y., Sture, S. and Pak, R. (1991): Development and performance of a laminar container for earthquake liquefaction studies, Proc. Centrifuge 91, Boulder, 369-376.
20. Okamura, M., Abdoun, T. H., Dobry, R., Sharp, M. K. and Taboada, V. M. (2001): Effects of sand permeability and weak aftershocks on earthquake-induced lateral spreading, Soils and Foundations, 41 (6), 63-77.
21. Orense, R. P. and Towhata, I. (1998): Three dimensional analysis on lateral displacement of liquefied subsoil, Soils and Foundations, 38 (4), 1-16.
22. Reese, L. C. and van Impe, W. F. (2001): Single Piles and Pile Groups under Lateral Loading, A. A. Balkema, Rotterdam.
23. Scott, R. F., Hushmand, B. and Rashidi, H. (1993): Duplicate test of model number 2: Sloping loose sand layer, Proc. International Conference on Verification of Numerical Procedures for Analysis of Soil Liquefaction Problems (eds. by Arulanandan, K. et al.), 1, 301-314.
24. Sharp, M. K. and Dobry, R. (2002): Sliding block analysis of lateral spreading based on centrifuge results, International Journal of Physical Modelling in Geotechnics, 2 (2), 13-32.
25. Taboada, V. and Dobry, R. (1998): Centrifuge modeling of earthquake-induced lateral spreading in sand, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 124 (12), 1195-1206.
26. Taji, Y., Sato, M. and Yanagisawa, E. (1998): Modeling of a proto-type soil-pile-structure system during seismic ground liquefaction, Proc. Centrifuge 98 (eds. by Kimura, T. et al.), Balkema, 283-288.
27. Takahashi, A., Takemura, J., Kawaguchi, Y., Kusakabe, O. and Kawabata, N. (1998): Stability of piled pier subjected to lateral flow of soils during earthquake, Proc. Centrifuge 98 (eds. by Kimura, T. et al.), Balkema, 365-370.
28. Taylor, R. N. (1995): Geotechnical Centrifuge Technology, Blackie Academic and Professional, Chapman and Hall, U.K.
29. Tokimatsu, K. and Asaka, Y. (1998): Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogoken-Nambu Earthquake, Soils and Foundations, Special Issue, 163-177.
30. Tokimatsu, K., Mizuno, H. and Kakurai, M. (1996): Building damage associated with geotechnical problems, Soils and Foundations, Special Issue, 219-234.
31. Towhata, I., Orense, R. P. and Toyota, H. (1999): Mathematical principles in prediction of lateral ground displacement induced by seismic liquefaction, Soils and Foundations, 39 (2), 1-19.
32. Towhata, I., Sasaki, Y., Tokida, K., Matsumoto, H., Tamari, Y. and Yamada, K. (1995): Prediction of permanent displacement of liquefied ground by means of minimum energy principle, Soils and Foundations, 32 (3), 97-116.
33. Tsukamoto, Y., Ishihara, K. and Nonaka, T. (1998): Undrained deformation and strength characteristics of soils from reclaimed deposits in Kobe, Soils and Foundations, Special Issue, 47-55.
34. Tsukamoto, Y., Ishihara, K., Yamabe, S. and Hyodo, J. (1999): Behaviour of piles in the liquefied deposit undergoing lateral spreading, Earthquake Geotechnical Engineering (ed. by Seco e Pinto), Balkema, 377-382.
35. Whitman, R. V., Lambe, P. C. and Kutter, B. L. (1981): Initial results from a stacked ring apparatus for simulation of a soil profile, Proc. International Conference in Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Rolla, 1, 361-366.
36. Zeng, X. and Schofield, A. N. (1996): Design and performance of an equivalent-shear-beam container for centrifuge modelling, Geotechnique, 46 (1), 83-102.