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2021 Vol.37, Issue 12 Preview Page
31 December 2021. pp. 71-87
Abstract
References
1
Adamidis, O. and Madabhushi, G.S.P. (2015), "Use of Viscous Pore Fluids in Dynamic Centrifuge Modelling", International Journal of Physical Modelling in Geotechnics, Vol.15, No.3, pp.141-149. 10.1680/jphmg.14.00022
2
ASCE (American Society of Civil Engineering) (2014), "Seismic Design of Piers and Wharves", American Society of Civil Engineering, USA: ASCE/COPRI 61-14.
3
CEN (European Committee for Standardization) (1998), "EN 1998-2: Eurocode 8: Design of structures for earthquake resistance, Part 2: Bridges", European Committee for Standardization, Brussels, Belgium.
4
Chen, Y. (1997), "Assessment on Pile Effective Lengths and their Effects on Design-I. Assessment", Computers & structures, Vol.62, No.2, pp 265-286. 10.1016/S0045-7949(96)00201-5
5
Chiou, J.S. and Chen, C.H. (2007), "Exact Equivalent Model for a Laterally-loaded Linear Pile-soil System", Soils and foundations, Vol.47, No.6, pp.1053-1061. 10.3208/sandf.47.1053
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 Dynamics and Earthquake Engineering, Vol.26, No.2-4, pp 275-286. 10.1016/j.soildyn.2005.02.018
7
Dow Chemical Company (2002), "Methocel Cellulose Ethers Technical Handbook."
8
Kim, D.S., Kim, N.R., Choo, Y.W., and Cho, G.C. (2013), "A Newly Developed State-of-the-art Geotechnical Centrifuge in Korea", KSCE journal of Civil Engineering, Vol. 17, No. 1, pp. 77-84. 10.1007/s12205-013-1350-5
9
Kiureghian, A.D. (1981), "A Response Spectrum Method for Random Vibration Analysis of MDF Systems", Earthquake Engineering & Structural Dynamics, Vol.9, No.5, pp.419-435. 10.1002/eqe.4290090503
10
Lombardi, D., and Bhattacharya, S. (2016), "Evaluation of Seismic Performance of Pile‐supported Models in Liquefiable Soils", Earthquake Engineering & Structural Dynamics, Vol.45, No.6, pp. 1019-1038. 10.1002/eqe.2716
11
Lombardi, D. and Bhattacharya, S. (2016), "Evaluation of Seismic Performance of pile‐supported models in liquefiable soils", Earthquake Engineering & Structural Dynamics, Vol. 45, No. 6, pp. 1019-1038. 10.1002/eqe.2716
12
Manandhar, S., Kim, S.N., Ha, J.G., Ko, K.W., Lee, M.G., and Kim, D.S. (2020), "Liquefaction Evaluation Using Frequency Characteristics of Acceleration Records in KAIST Centrifuge Tests for LEAP", Soil Dynamics and Earthquake Engineering, Vol.140, 106332. 10.1016/j.soildyn.2020.106332
13
McCullough, N.J., Dickenson, S.E., Schlechter, S.M., and Boland, J.C. (2007), "Centrifuge Seismic Modeling of Pile-supported Wharves", Geotechnical Testing Journal, Vol.30, No.5, pp.349-359. 10.1520/GTJ14066
14
MOF (Ministry of Oceans and Fisheries) (1999), "Seismic Design Standards of Harbour and Port", Ministry of Oceans and Fisheries, Sejong, Korea (in Korean).
15
MOF (Ministry of Oceans and Fisheries) (2014), "Design Standards of Harbour and Port", Ministry of Oceans and Fisheries, Sejong, Korea (in Korean).
16
Nair, K., Gray, H., and Donovan, N. (1969), "Analysis of Pile Group behavior", In Performance of deep foundations, ASTM International.
17
Okamura, M. and Inoue, T. (2012), "Preparation of Fully Saturated Models for Liquefaction Study", International Journal of Physical Modelling in Geotechnics, Vol.12, No.1, pp.39-46. 10.1680/ijpmg.2012.12.1.39
18
Ovesen, N.K. (1979), "The Scaling Law Relationship-panel Discussion", In Proc. 7th European Conference on Soil Mechanics and Foundation Engineering, 1979 (Vol.4, pp.319-323).
19
PARI (Port and Airport Research Institute) (2009), "Technical Standards and Commentaries for Port and Harbour Facilities in Japan", Overseas Coastal Area Development Institute, Tokyo, Japan.
20
PIANC (International Navigation Association) (2001), "Seismic Design Guidelines for Port Structures", International Navigation Association, Rotterdam, Netherlands. 10.1201/9780367800369
21
Schofield, A.N. (1981), "Dynamic and Earthquake Geotechnical Centrifuge Modelling", Proceedings: first international conference on recent advanced in geotechnical earthquake engineering and soil dynamics (pp.1081-1100), St. Louis, Missouri, USA. Earthquake Engineering and Soil Dynamics.
22
Stewart, D.P., Chen, Y.R., and Kutter, B.L. (1998), "Experience with the Use of Methylcellulose as a Viscous Pore Fluid in Centrifuge Models", Geotechnical Testing Journal, Vol.21, No.4, pp.365-369. 10.1520/GTJ11376J
23
Su, L., Dong, S.L., and Kato, S. (2006), "A New Average Response Spectrum Method for Linear Response Analysis of Structures to Spatial Earthquake Ground Motions", Engineering structures, Vol.28, No.13, pp.1835-1842. 10.1016/j.engstruct.2006.03.009
24
Taghavi, S. and Miranda, E. (2010), "Response Spectrum Method for Estimation of Peak Floor Acceleration Demand", In Improving the Seismic Performance of Existing Buildings and Other Structure, Beijing, China, pp.627-638. 10.1061/41084(364)58
25
Takahashi, A. and Takemura, J. (2005), "Liquefaction-induced Large Displacement of Pile-supported Wharf", Soil Dynamics and Earthquake Engineering, Vol.25, No.11, pp.811-825. 10.1016/j.soildyn.2005.04.010
26
Taylor, R.E. (2014), "Geotechnical Centrifuge Technology", CRC Press, London, UK.
27
Terzaghi, K. (1955), "Evalution of Conefficients of Subgrade Reaction", Geotechnique, Vol.5, No.4, pp.297-326. 10.1680/geot.1955.5.4.297
28
Tobita, T., Iai, S., von der Tann, L., and Yaoi, Y. (2011), "Application of the Generalised Scaling Law to Saturated Ground", International Journal of Physical Modelling in Geotechnics, Vol.11 No.4, pp.138-155. 10.1680/ijpmg.2011.11.4.138
29
Tokimatsu, K., Suzuki, H., and Sato, M. (2005), "Effects of Inertial and Kinematic Interaction on Seismic behavior of Pile with Embedded Foundation", Soil Dynamics and Earthquake Engineering, Vol.25, No.7-10, pp.753-762. 10.1016/j.soildyn.2004.11.018
30
Yoo, M.T., Cha, S.H., Choi, J.I., Han, J.T., and Kim, M.M. (2012), "Evaluation of Dynamic Group Pile Effect in Dry Sand by Centrifuge Model Tests", Journal of the Korean Geotechnical Society, Vol.28, No.1, pp.67-77. 10.7843/kgs.2012.28.1.67
31
Yoo, M.T., Choi, J.I., Han, J.T., and Kim, M.M. (2013), "Dynamic py Curves for Dry Sand from Centrifuge Tests", Journal of Earthquake Engineering, Vol.17, No.7, pp.1082-1102. 10.1080/13632469.2013.801377
32
Yoo, M.T., Han, J.T., Choi, J.I., and Kwon, S.Y. (2017), "Development of Predicting Method for Dynamic Pile behavior by Using Centrifuge Tests Considering the Kinematic Load Effect", Bulletin of Earthquake Engineering, Vol.15, No.3, pp.967-989. 10.1007/s10518-016-9998-0
33
Yun, J.W. (2021), "Evaluation of the Seismic Performance of Pile-supported Structure via Centrifuge Model Test and Improvement of the Response Spectrum Analysis", (Doctoral dissertation).
34
Yun, J.W. and Han, J.T. (2020), "Dynamic behavior of Pile-supported Structures with Batter Piles according to the Ground Slope through Centrifuge Model Tests", Applied Sciences, Vol.10, No.16, 5600. 10.3390/app10165600
35
Yun, J.W. and Han, J.T. (2021), "Evaluation of Soil Spring Methods for Response Spectrum Analysis of Pile-supported Structures via Dynamic Centrifuge Tests", Soil Dynamics and Earthquake Engineering, Vol.141, 106537. 10.1016/j.soildyn.2020.106537
36
Yun, J.W., Han, J.T., and Kim, J.K. (2022), "Evaluation of the Virtual Fixed-point Method for Seismic Design of Pile-supported Structures", KSCE Journal of Civil Engineering (Accept). 10.1007/s12205-021-0422-1
37
Yun, J.W., Han, J.T., and Kim, S.R. (2019), "Evaluation of Virtual Fixed Points in the Response Spectrum Analysis of a Pile-supported Wharf", Géotechnique Letters, Vol.9, No.3, pp.238-244. 10.1680/jgele.19.00013
38
Zhang, S., Wei, Y., Cheng, X., Chen, T., Zhang, X., and Li, Z. (2020), "Centrifuge Modeling of Batter pile Foundations in Laterally Spreading Soil", Soil Dynamics and Earthquake Engineering, Vol.135, 106166. 10.1016/j.soildyn.2020.106166
Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 37
  • No :12
  • Pages :71-87
  • Received Date :2021. 11. 22
  • Revised Date :2021. 12. 13
  • Accepted Date : 2021. 12. 13