| 參考文獻 |
[1] Adalier, K., Abdoun, T., Dobry, R., Phillips, R., Yang, D., and Naesgaard, E., “Centrifuge Modeling for Seismic Retrofit Design of an Immersed Tube Tunnel, ” International Journal of Physical Modelling in Geotechnics, Vol. 2, pp.23-35, 2003.
[2] Akkar, S., Boore, D.M., “On Baseline Corrections and Uncertainty in Response Spectra for Baseline Variations Commonly Encountered in Digital Accelerograph Records,” Bulletin of the Seismological Society of America, Vol. 99, No. 3, pp.1671-1690, 2009.
[3] Annaki, M. and Lee, K. “Equivalent uniform cycle concept for soil dynamics,” Journal of The Geotechnical Engineering Division, Vol. 103, No. GT6, pp. 549 - 561, 1977.
[4] Andrus, R.D., and Stokoe, K.H., “Liquefaction Resistance of Soils from Shear-Wave Velocity,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, Issue 11, pp. 1015-1025, 2000.
[5] Berg, G.V., Housner, G.W., “Integrated Velocity and Displacement of Strong Earthquake Ground Motion,” Bulletin of the Seismological Society of America, Vol. 51, No. 2, pp.175-189, 1961.
[6] Booker, J.R., Rahman, M.S., and Seed, H.B., “GADFLEA- A Computer Program for the Analysis of Pore Pressure Generation and Dissipation during Cyclic or Earthquake Loading,” Report No. EERC 76-24, Earthquake Engineering Research Center, University of California, Berkeley, Calif, 1976.
[7] Boore, D.M., Stephens, C.D., Joyner, W.B., “Comments on Baseline Correction of Digital Strong-Motion Data: Examples from the 1999 Hector Mine, California, Earthquake,” Bulletin of the Seismological Society of America, Vol. 92, No. 4, pp.1543-1560, 2002.
[8] Boore, D.M., Akkar, S., “Effect of Causal and Acausal Filters on Elastic and Inelastic Response Spectra,” Earthquake Engineering and Structural Dynamics, Vol. 32, No. 11, pp.1729-1748, 2003.
[9] Boore, D.M., Bommer, J.J, “Processing of Strong-Motion Accelerograms: needs, options and consequences,” Soil Dynamic and Earthquake Engineering, Vol. 25, Issue 2, pp. 93-115, 2005.
[10] Boyce, W.H., “Integration of Accelerograms,” Bulletin of the Seismological Society of America, Vol. 60, No. 1, pp.261-263,1970.
[11] Brennan, A. J., Thusyanthan, N.I., Madabhushi, S.P.G., “Evaluation of Shear Modulus and Damping in Dynamic Centrifuge Tests,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, Issue 12, pp. 1488-1498, 2005.
[12] Chen, H.W., Centrifuge Modeling Tests on Laterally Loaded Caisson Type Piles in Sandy Slope, Ph. D. Dissertation, National Central University, Jhongli, Taiwan, 1999.
[13] Chian, S.C., and Madabhushi, S.P.G., “Influence of Fluid Viscosity on the Response of Buried Structures,” Proceeding of the 7th International Conference on Physical Modeling in Geotechnics, Zurich, Switzerland, pp.111-115, 2010-a.
[14] Chian, S.C., and Madabhushi, S.P.G., “Floatation of Tunnel in Liquefiable Soil,” Proceeding of the 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California, Paper No. 7.04a, 2010-b.
[15] Chian, S.C., and Madabhushi, S.P.G., “Displacement of Tunnel in Liquefied Sand Deposits,” Proceeding of the 8th International Conference on Urban Earthquake Engineering, Tokyo, Japan, pp.517-522, 2011-a.
[16] Chian, S.C., and Madabushi, S.P.G., “Tunnel and Pipeline Floatation in Liquefied Soils,” Proceeding of the 5th International Conference on Earthquake Geotechnical Engineering, Santiago, Chile, 2011-b.
[17] Chian, S.C., and Madabhushi, S.P.G., “Effect of Buried Depth and Diameter on Uplift of Underground Structures in Liquefied Soils,” Soil Dynamics and Earthquake Engineering, Vol. 41, pp. 181-190, 2012.
[18] Chou, J.C., and Kutter, B.L., “Methods of Measurement of Displacement of a Model Tunnel in Centrifuge Tests,” Proceeding of the 7th International Conference on Physical Modeling in Geotechnics, Zurich, Switzerland, pp.543-548, 2010.
[19] Chou, J.C., Kutter, B.L., and Travasarou, T., “Numerical Analyses of Centrifuge Models of the BART Transbay Tube,” Proceeding of the 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, California, USA, No. 8.08, 2010.
[20] Chou, J.C., Kutter, B.L., Travasarou, T., and Chacko, J.M., “Centrifuge Modeling of Seismically Induced Uplift for the BART Transbay Tube,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 137, Issue 8, pp.754-765, 2011.
[21] Chou, J.C., Centrifuge Modeling of the BART Transbay Tube and Numerical Simulation of Tunnels in Liquefying Ground, Ph.D. Dissertation, University of California at Davis, CA, 2011.
[22] Chuang, W.Y., Dynamic Centrifuge Modeling on Uplift Mechanism of Immersed Tunnel, Mater Thesis, National Central University, Jhongli, Taiwan, 2011. (in Chinese)
[23] DeAlba, P., Chan, C., and Seed, H.B. “Determination of soil liquefaction characteristics by large-scale tests,” Report No. EERC 75-14, Earthquake Engineering Research Center, University of California, Berkeley, Calif, 1975.
[24] Elagmal, A.-W., Zeghal, M., Taboada, V., Dobry, R., “Analysis of Site Liquefaction and Lateral Spreading Using Centrifuge Testing Records,” Soils and Foundations, Vol. 36, No.2, pp.111-121, 1996.
[25] Ellis, E.A., Soga, K., Bransby, M.F., and Sato, M., “Resonant Column Testing of Sands with Different Viscosity Pore Fluids,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, Issue 1, pp.10-17, 2000.
[26] Fiegel, GL., Idriss, I.M. and Kutter, B.L. “Earthquake time histories in physical model tests,” Proceedings of the Third International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Mo, 1995.
[27] General Electric Company, Miniature Series-High Performance Pressure Transducers Manual, General Electric Company, UK, 2008.
[28] Green R.A. and Terri, G.A. “Number of equivalent cycles concept for liquefaction evaluations – revisited,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, Issue 4, pp. 477-488, 2005.
[29] Green, R.A., Mitchell, J.K., and Polito, C.P., “An Energy-Based Pore Pressure Generation Model for Cohesionless Soils,” Proceeding of John Booker Memorial Symposium - Developments in Theoretical Geomechanics, D.W. Smith and J.P. Carter, eds., Balkema, Rotterdam, The Netherlands, pp.383-390, 2000.
[30] Haldar, A., and Tang, W.H. “Statistical study of uniform cycles in earthquakes,” Journal of The Geotechnical Engineering Division, Vol. 107, No. GT5, pp. 577 - 589, 1981.
[31] Hardin, B.O., and Drnevich, V.P., “Shear Modulus and Damping in Soils: Measurement and Parameter effects,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, No. SM6, pp.603-624, 1972-a.
[32] Hardin, B.O., and Drnevich, V.P., “Shear Modulus and Damping in Soils: Design Equations and Curves,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 98, No. SM7, pp.667-692, 1972-b.
[33] Itasca Consulting Group Inc., FLAC - Fast Lagrangian Analysis of Continua User’s Guide, Minnesota, USA, 2005.
[34] Ichii, K., Seto, N., and Kidera, H., “Characteristics of Uplifting Velocity of a Buried Pipe in Liquefied Ground,” Proceeding of the Conference of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress, ASCE, Sacramento, California, USA, GSP 181, 2008.
[35] Iwan, W.D., Moser, M.A., Peng, C.Y., “Some Observations on Strong-Motion Earthquake Measurement Using a Digital Accelerograph,” Bulletin of the Seismological Society of America, Vol. 75, No. 5, pp.1225-1246, 1985.
[36] Kang, G.C., Tobita, T., Tomisaka, K., and Iai, S., “Centrifuge Modeling for Uplift of Buried Structures by Liquefaction: A New Measure for Uplift,” Annuals of Disaster Prevention Research Institute, No.52 B, pp.395-402, 2009.
[37] Kim, S.R., Hwang, J.I., Ko, H.Y., and Kim M.M., “Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 135, Issue 4, pp. 544-554, 2009.
[38] Koseki, J., Matsuo, O., and Koga, Y., “Uplift Behavior of Underground Structures Caused by Liquefaction of Surrounding Soil during Earthquake,” Soils and Foundations, Vol. 37, No. 1, pp.97-108, 1997.
[39] Kutter, B.L., “Recent advances in centrifuge modeling of seismic shaking,” Proceedings of the Third International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Mo, 1995.
[40] Kutter, B.L., Chou, J.C., and Travasarou, T., “Centrifuge Testing of the Seismic Performance of a Submerged Cut-and-Cover Tunnel in Liquefiable Soil,” Proceeding of the Conference of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress, ASCE, Sacramento, California, USA, GSP 181, 2008.
[41] Kramer, S.L., Geotechnical Earthquake Engineering, Prentice-Hall, Inc., 1996.
[42] Kwan, P.S., Shear Stress-Strain Relationship of Sandy Soil Deposit Using Dynamic Centrifuge Modeling Test, Master Thesis, Nation Central University, Jhongli, 2009. (in Chinese)
[43] Lee, S.H.H., Hsieh, T.J., Kuo, C.Y., Hsu, W.Y., and Chen, T.Y., Report of Taipei City Geology Drilling Information Plan - IV , Public Works Department of Taipei City Government, 1992. (in Chinese)
[44] Lee ,C.J., Wang, C.R., Wei, Y.C., and Hung, W.Y., “Evolution of the Shear Wave Velocity During Shaking Modeled in Centrifuge Shaking Table Tests,” Bulletin of Earthquake Engineering, Vol. 10, No.2, pp. 401-420, 2012.
[45] Lien, H.C., Liquefaction Mechanism in Layered Sand Using Dynamic Centrifuge Modeling Test, Mater Thesis, Nation Central University, Jhongli, Taiwan, 2009. (in Chinese)
[46] Ling, H.I., Mohri, Y., Kawabata, T., Liu, H., Burke, C., and Sun, L., “Centrifugal Modeling of Seismic Behavior of Large-Diameter Pipe in Liquefiable Soil,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 29, Issue 12, pp.1092-1101, 2003.
[47] Liu, H., and Song, E., “Seismic Response of Large Underground Structures in Liquefiable Soils Subjected to Horizontal and Vertical Earthquake Excitations,” Computers and Getechnics, Vol. 32, Issue 4-5, pp. 209-221, 2006.
[48] Liu, H., and Song, E., “Working Mechanism of Cutoff Walls in Reducing Uplift of Large Underground Structures Induced by Soil Liquefaction,” Computers and Getechnics, Vol. 33, Issue 4, pp. 223-244, 2005.
[49] Madabhushi, S.P.G., “Effect of Pore Fluid in Dynamic Centrifuge Modelling,” Proceeding of Centrifuge ’94, Singapore, pp.127-132, 1994.
[50] Micro-Measurements Inc., Strain gages and Instruments Tech Note TN-510-1: Design Considerations for Diaphragm Pressure Transducers, VISHAY Precision Group, USA.
[51] Miner, M.A. “Cumulative Damage in Fatigue,” Transaction of the ASME Journal, Vol. 67, pp.A159-A164, 1945.
[52] Mohri, Y., Kawabata, T., and Ling, H., “Experimental Study on the Effects of Vertical Shaking on the Behavior of Underground pipelines,” Proceeding of the 2nd International Conference of Earthquake Geotechnical Engineering, Balkema, Rotterdam, The Netherlands, pp.31-36, 1999.
[53] Palmgren, A. “Die lenensdauer von kugella geru,” ZVDI, Vol. 68, No. 14, 339-341, 1924.
[54] PCB Piezotronics Inc., Model 353B17 ICP Accelerometer Installation and Operating Manual, PCB Piezotronics Inc., USA.
[55] PCB Piezotronics Inc., Model 352B10 ICP Accelerometer Installation and Operating Manual, PCB Piezotronics Inc., USA.
[56] Peiris, L.M.N., Madabhushi, S.P.G., and Schofield, A.N., “Dynamic Behavior of Gravel Embankments on Loose Saturated Sand,” Proceeding of Centrifuge ’98, Tokyo, pp.263-270, 1998.
[57] Polito, C.P., Green, R.A., and Lee, Jongwon, “Pore Pressure Generation Models for Sands and Silty Soils Subjected to Cyclic Loading,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 134, Issue 10, pp. 1490-1500, 2008.
[58] PVL Technologies Inc., Operation Manual for the XC-2005 Expansion Chassis, PVL Technologies Inc., USA, 2006-a.
[59] PVL Technologies Inc., Operation Manual for the HM-1 Distribution Manifold, PVL Technologies Inc., USA, 2006-b.
[60] PVL Technologies Inc., Model LB-2814 Laminar Box Model Container for Geotechnical Centrifuge Model Testing, PVL Technologies Inc., USA, 2008-a.
[61] PVL Technologies Inc., National Central University, Taiwan - Equipment for Dynamic Geotechnical Centrifuge modeling, Operation and Maintenance Manual, PVL Technologies Inc., USA, 2008-b.
[62] PVL Technologies Inc., Model LB-2814 Laminar Box Model Container for Geotechnical Centrifuge Model Testing, PVL Technologies Inc., USA, 2008-c.
[63] PVL Technologies Inc., Operating and Maintenance Manual for PA-2000 Power Amplifier S/N 6 for NCU, PVL Technologies Inc., USA, 2009-a.
[64] PVL Technologies Inc., Operating and Maintenance Manual for SC-2007 Servo-controller S/N 1 for NCU, PVL Technologies Inc., USA, 2009-b.
[65] Saeedzadeh, R., and Hataf, N., “Uplift Response of Buried Pipelines in Saturated Sand Deposit Under Earthquake Loading,” Soil Dynamics and Earthquake Engineering, Vol. 31, Issue 10, pp. 1378-1384, 2011.
[66] Sasaki, T., Matsuo, O., Kondo, K., “Centrifuge Model Tests on Uplift Behavior of Buried Structures during Earthquake,” Proceeding of the 2nd International Conference on Earthquake Geotechnical Engineering, Lisbon, Ed. P. Sêco e Pinto, Balkema, Rotterdam , Vol. 1, pp.315-320, 1999.
[67] Sasaki, T., and Tamura, K., “Prediction of Liquefaction-Induced Uplift Displacement of Underground Structures,” Proceeding of the 36th Joint Meeting US-Japan Panel on Wind and Seismic Effects, pp.191-198, 2004.
[68] Schaminée, P.E.L., Zorn, N.F., and Schotman, G.J.M., “Soil Response For Pipeline Upheaval Buckling Analyses: Full-Scale Laboratory Tests And Modeling,” Proceeding of the 22nd Annual Offshore Technology Conference, OTC6486, pp. 563-572, 1990.
[69] Sfriso, A., “The Friction Angle and Critical State Void Ratio of Sands,” Proceeding of the 17th International Conference of Soil Mechanics and Geotechnical Engineering, ICSMGE, Alexandria, Egypt, pp. 433-435, 2009.
[70] Seed, H.B., and Idriss, I.M., “Rock motion accelerograms for high magnitude earthquakes,” EERC Report 69-7, College of Engineering, University of California, Berkeley, Calif., 1969.
[71] Seed, H. B., Idriss, I.M., Makdisi, F., and Banerjee, N. “Representation of, irregular stress time histories by equivalent uniform stress series in liquefaction analysis,” Report No. EERC 75-29, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, Calif, 1975.
[72] Seed, H.B., Martin, P.P., and Lysmer, J., “The Generation and Dissipation of Pore Water Pressures During Soil Liquefaction,” Report No. EERC 75-26, Earthquake Engineering Research Center, University of California, Berkeley, Calif, 1975.
[73] Tajimi, M, “Damage Done by the Great Earthquake Disaster of the Hanshin-Awaji District to the Kobe Municipal Subway System and Restoration Works of the Damage,” Japanese Railway Engineering, No.137, pp.19-23, 1996.
[74] Taylor, R.N., Geotechnical Centrifuge Technology, 1st edition, Chapman & Hall, 1995.
[75] Tobita, T., Kan, G.C., and Iai, S., “Uplift Behavior of Buried Structures under Strong Shaking,” Proceeding of the 7th International Conference on Physical Modeling in Geotechnics, Zurich, Switzerland, pp.1439-1444, 2010.
[76] Tobita, T., Kang, G.-C., and Iai, S., “Estimation of Liquefaction-Induced Manhole Uplift Displacements and Trench-Backfill Settlements,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 138, Issue 4, pp.491-499, 2012.
[77] Trifunac, M.D., “Zero Baseline Correction of Strong-Motion Accelerograms,” Bulletin of the Seismological Society of America, Vol. 61, No. 5, pp.1201-1211, 1971.
[78] Trifunac, M.D., V.W. Lee, “A Note on the Accuracy of Computed Ground Displacements from Strong-Motion Accelerograms,” Bulletin of the Seismological Society of America, Vol. 64, No. 4, pp.1209-1219, 1974.
[79] Tseng, C.F., Dynamic Deformation Behavior of Saturated Sandy Soils under Anisotropic Consolidation, Master Thesis, Nation Central University, Jhongli, 2011. (in Chinese)
[80] Urayasu City Liquefaction Investigation and Countermeasure Committee (ULICC), “Material 1-4 Correspondence to Tohoku Pacific Earthquake,” Urayasu City Government, 2011. (in Japanese)
[81] Wang, C.J., Using bender elements to evaluate the shear wave velocity in dynamic centrifuge modeling test and its application, Master Thesis, Nation Central University, Jhongli, 2010. (in Chinese)
[82] Wei, Y.C., Hung, W.Y., Kwan, P.S., Kuo, Y.C., Lee, J.C., “Centrifuge Modeling of Liquefaction Response in Sandy Soil,” The 13th Conference on Current Researches in Geotechnical Engineering in Taiwan, I-Lan, August 26-28, 2009. ( in Chinese)
[83] Wei, Y.C., Chuang, W.Y., Hung, W.Y., Chen, H.Y., Lee, C.J. ”Centrifuge Modeling on Uplift behavior of Cut-and-cover Railway Tunnel Induced by Seismic Motion,” Proceeding of the 9th International Conference on Urban Earthquake Engineering, Tokyo, Japan, pp.673-680 (2012)
[84] Wei, Y.C., Chuang, W.Y., Hung, W.Y., Chen, H.Y., Lee, C.J. ”Centrifuge Modeling on Uplift Behavior of Immersed Tunnel Embedded in Liquefied Soils,” Proceeding of the 8th International Conference on Urban Earthquake Engineering, Tokyo, Japan, pp.461-466 (2011)
[85] Wei, Y.C., Wang, C.J., Lee, C.J., Hung, W.Y., Chen, H.T. “Use of Bender Elements to Measure Shear Wave Velocity in Centrifuge Modeling Tests.” Proceeding of the 9th International Conference on Civil and Environmental Engineering, Dalian, China (2010)
[86] Wen, K.L., Chien, W.Y., Chang, Y.W., Chen, K.C., and Ciang, C.H. (1994), “Near site effect of strong ground motion,” Ministry of Economic, Technical Report, MOTC-CWB-93-E-09. (In Chinese)
[87] White, D.J., Cheuk, C.K., and Bolton, M.D., “The Uplift Resistance Of Pipes And Plate Anchors In Sand,” Géotechnique, Vol. 58, No. 10, pp.771-779, 2008.
[88] Yamashita, S., Kawaguchi, T., Nakata, Y., Mikami, T., Fujiwara, T., and Shibuya, S., “Interpretation of International Parallel Test on The Measurement of Gmax Using Bender Elements,” Soils and Foundations, JGS, Vol. 49, No. 4, pp. 631-650, 2009.
[89] Yang, D., Naesgaard, E., Byrne, P.M., Adalier, K., and Abdoun, T., “Numerical Model Verification and Calibration of George Massey Tunnel Using Centrifuge Models,” Canadian Geotechnical Journal, Vol. 41, No. 5, pp. 921-942, 2004.
[90] Yang, J., Li, J.B., Lin, G., “A Simple Approach to Integration of Acceleration Data for Dynamic Soil-Structure Interaction Analysis,” Soil Dynamic and Earthquake Engineering, Vol. 26, Issue 8, pp. 725-734, 2006.
[91] Yasuda, S., Nagase, H., Itafuji, S., Sawada, H., and Mine, K., “A Study on the Mechanism of the Floatation of Buried Pipes due to Liquefaction,” Proceeding of the 7th International Conference on Soil Dynamics and Earthquake Engineering, SDEE 95, pp.125-132, 1995.
[92] Yasuda, S., Nagase, H., Itafuji, S., Sawada, H., and Mine, K., “Shaking Table Tests on Flotation of Buried Pipes due to Liquefaction of Backfill Sands,” Proceeding of the 5th U.S.-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Soil Liquefaction, U.S. National Center for Earthquake Engineering Research (NCEER), Buffalo, NY, pp.665-677, 1994.
[93] Yasuda, S., and Kiku, H., “Uplift of Sewage Manholes and Pipes during the 2004 Niigataken-Chuestsu Earthquake,” Soils and Foundations, JGS, Vol. 46, No.6, pp.885-894, 2006.
[94] Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder Jr., L.F., Hynes, M.E., Ishihara, K., Koester, J.P., Liao, S.S.C., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R.B., and Stokoe II., K.H., “Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER.NSF Workshops on Evaluation of Liquefaction Resistance of Soils,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, Issue 10, pp. 817-833, 2001.
[95] Zeghal, M., Elgamal, A.-W., Zeng, X., Arulmoli, K., “Mechanism of Liquefaction Response in Sand-Silt Dynamic Centrifuge Tests,” Soil Dynamic and Earthquake Engineering, Vol. 18, Issue 1, pp.71-85, 1999. |
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