<< Click to Display Table of Contents >> Navigation:  »No topics above this level« Bibliografía

Ambraseys N. N., 1988. "Engineering Seysmology". Earthquake Engineering and Structural Dinamics, vol. 17, pp. 1-105.

Andrus, R., Stokoe, K.  H., 1997. "Liquefaction Resistance Based on Shear Wave Velocity", Proceedings of NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, National Center for Earthquake Engineering Research., State University of New York at Buffalo, 89–128.

Andrus R. D., Stokoe K. H., II, 2000. "Liquefaction resistance of soil from shear wave velocity", Journal of Geotechnical and Geoenvironmental Engineering, vol. 126, n. 11, pp. 1015-1025.

Berardi R., Margottini C., Molin D., Parisi A., 1988. "Soil liquefaction case histories in Italy: preliminary data".

Boulanger, R. W., 2003a. "Relating Kα to relative state parameter index." J. Geotechnical and Geoenvironmental Eng., ASCE 129(8), 770–73.

Blake, T. F., 1997. Summary Report of Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils. Youd T. L., and Idriss I. M., eds., Technical Report NCEER 97-0022.

Boulanger, R. W., and Idriss, I. M. (2004). "State normalization of penetration resistances and the effect of overburden stress on liquefaction resistance." Proc., 11th Intl. Conf. on Soil Dynamics and Earthquake Engineering, and 3rd Intl. Conf. on Earthquake Geotechnical Engineering, Doolin et al., eds, Stallion Press, Vol. 2, pp. 484-491.

Cetin K.O., Seed R.B., Der Kiureghian A., Tokimatsu K., Harder L.F. Jr, Kayen R.E., MossR.E.S., 2004. “SPT-based probabilistic and deterministic assessment of seismic soil liquefaction potential”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 130(12), 1314-1340.

Cetin, K. O., and Bilge, H. T., 2012. “Performance-based assessment of magnitude (duration) scaling factors.” J. Geotech. Geoenviron. Eng.,138(3), 324–334.

Cetin, K. O., Bilge, H. T., Wu, J., Kammerer, A. M., and Seed, R. B., 2009. “Probabilistic models for cyclic straining of saturated clean sands.” J. Geotech. Geoenviron. Eng., 135(3), 371–386.

Cetin, K. O., Bilge, H. T., Wu, J., Kammerer, A. M., and Seed, R. B., 2009. “Probabilistic Model for the Assessment of Cyclically Induced Reconsolidation (Volumetric) Settlements.” J. Geotech. Geoenviron. Eng., 135(3), 387–398.

Chinese Building Code, 1974. "Earthquake resistant design code for industrial and civils buildings", TJ11-74, China Build. Publ. House, Pechino.

C.N.R. Commissione Normativa del GNDT, 1984. "Norme tecniche per le costruzioni in zone sismiche".

Crespellani T., Nardi R., Simoncini C., 1988. "La liquefazione del terreno in condizioni sismiche" Zanichelli.

Cortè J. F., 1985. "L'evaluation du risque de liquefaction a partir des essais en place" in "Genie Parasismique", Presses Ponts et Chaussées.

Durvill J. L., Meneroud J. P., Mouroux P., Simon J. M., 1985. "Evaluation de l'aléa sismique local - microzonage" in "Genie Parasismique", Presses Ponts et Chaussées.

Eurocode 8, 1988. "Design provisions for earthquake resistance of structures - Part 1-1: generale rules for the representation of seismic actions" Part 5: Foundations, retaining structures and geotechnical aspects.

Finn W. D. L., 1985. "Soil liquefaction: recent developments in practice" 2nd Int. Conf. on Soil Dyn. and Earthq. Eng., Southampton.

Hamada, O’Rourke, and Bardet, 2003. eds., Report MCEER-03-0003, MCEER, SUNY Buffalo, N.Y., 449-468.

Hynes, M. E., and Olsen, R. S., 1999.  “Influence of confining stress on liquefaction resistance.” Proc., Int. Workshop on Phys. And Mech. Of Soil Liquefaction, Balkema, Rotterdam, The Netherlands, 145-152.

Idriss I. M. and Boulanger R. W., 2008. Soil liquefaction during earthquakes. Monograph MNO-12, Earthquake Engineering Research Institute, Oakland, CA, 261 pp.

Idriss I. M., 1995. H. B. Seed Memorial Lecture, Univ. of CA, Berkeley.

Idriss I. M., 1999, "An update to the Seed-Idriss simplified procedure for evaluating liquefaction potential in Proceedings, TRB Workshop on New Approaches to Liquefaction, Publication No. FHWA-RD-99-165, Federal Highway Administration, January.

Idriss IM, Boulanger RW., 2004. Semi-empirical procedures for evaluating liquefaction potential during earthquakes. Proc., 11th International conference on soil dynamics and earthquake engineering, and 3rd International conference on earthquake geotechnical engineering, vol. 1. Stallion Press. p. 32–56.

Idriss, I. M., and Boulanger, R. W., 2008. Soil liquefaction during earthquakes. Monograph MNO-12, Earthquake Engineering Research Institute, Oakland, CA, 261 pp.

Ishihara, K., 1977. "Simple Method of Analysis for Liquefaction of Sand Deposits During Earthquakes", Soils and Foundations, Vol. 17, No. 3, September 1977, pp. 117.

Ishihara, K., and Yoshimine, M., 1992. “Evaluation of settlements in sand deposits following liquefaction during earthquakes.” Soils Found., 32(1), 173–188. JRA (1990) , Specification for Highway Bridges: Part V- Seismic Design. Japan Road Association, Tokyo.

Ishihara, K., Shimuzu, K., and Yamada, Y., 1981. “Pore Water Pressures Measured in Sand Deposits During an Earthquake”, Soils and Foundations, Vol. 21, No. 4, pp. 85-100.

Iwasaki T., Arakawa T., Tokida K., 1984. "Simplified procedures for assessing soil liquefaction during earthquakes", Soil Dyn. and Earthq. Eng. Conf., Southampton, G.B. vol. 3, n. 1.

Iwasaki T., Tatsuoka F., Tokida K., Yasuda S., 1978. "A practical method for assessing soil liquefaction potential based on case studies at various sites in Japan", II Int. Conf. on Microzon., Seattle.

Iwasaki T., Tokida K., Tatsuoka F., Watanabe S. Yasuda S. Sato H., 1982. "Microzonation for soil liquefaction potential using  simplified methods" III Int. Conf. on Microzon., San Francisco.

Juang, C. H., Fang, S. Y., Khor, E. H., 2006. “First-Order Reliability Method for Probabilistic Liquefaction Triggering Analysis Using CPT”, J. Geotech. Geoenviron. Eng., 132(3), 337-350.

Juang C. H.,Jiang T., Andrus R. D., 2002. "Assessing the probability-based methods for liquefaction potential evaluation", Journal Geotechnical and Geoenvironmental Engineering, vol. n. 128, pp. 580-589

Kayen, R. E, Mitchell, J. K., Seed, R. B.’ Lodge, A., Nishio, S., and Coutinho, R. (1992), "Evaluation of SPT-, CPT-, and shear wave-based methods for liquefaction potential assessment using Loma Prieta data", Proc., 4th Japan-U.S. Workshop on Earthquake-Resistant Des. Of Lifeline Fac. And Counterneasures for Soil Liquefaction, Vol. 1, 177-204.

Kuribayashi E., Tatsuoka F., 1975. "Brief review of liquefaction during earthquakes in Japan", SF, vol. 14, n. 4.

Lancellotta R., 1995. Geotechnical Engineering. Rotterdam: A.A. Balkema. 6ed.

Liao, S.  S.  C., Veneziano, D., Whitman R.V., 1988.  "Regression Models for Evaluating Liquefaction Probability", Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 4, pp. 389-409.

Liao, S.S.C. and Whitman, R.V., 1986a. "Overburden Correction Factors for SPT in Sand" Journal of Geotechnical Engineering, Vol. 112, No. 3, p. 373 - 377.

Liao, S.S.C. and Whitman, R.V., 1986b. "Catalogue of A Liquefaction and NonLiquefaction Occurrences During Earthquakes" Research Report, Dept. of Civil Engineering, M.I.T., Cambridge, MA.

Meyerhof, G. G., 1957. Discussion on research on determining the density of sands by spoon penetration testing, in Proceedings, 4th International Conference on Soil Mechanics and Foundation Engineering, London, Vol. 3, p.110.

Moss, R. S. E, Seed, R. B., KAyen, R. E., Stewart, J. P., Der Kiureghian A., Cetin, K. O. (2006) “CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential”, J. Geotech. Geoenviron. Eng., 132(8), 10321051.

NCEER, 1997, "Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance  of  Soils",  Edited  by  Youd,  T.  L.,  Idriss,  I.  M.,  Technical  Report  No. NCEER-97-0022, December 31.

Peck, R B Hanson, W E & Thornburn, T H (1974) Foundation engineering Pub: John Wiley,   New York

Robertson, P. K. and Wride, C. E., 1998. “Evaluating Cyclic Liquefaction Potential Using the Cone Penetration Test”, Canadian Geotechnical Journal, Vol. 35, 442‐459.

Robertson, P. K. Campanella, R. G., and Wightman, A. (1983). “SPT‐CPT correlations”, Journal of Geotechnical Engineering, ASCE, Vol. 109, No.11, 1449–1459.

Robertson, P. K., Wride (Fear), C. E., 1998. “Evaluating cyclic liquefaction potential using the cone penetration test”, Can. Geotech. J. 35: 442–459.

Robertson P. K., Woeller D. J., Finn W. D. L., 1992. "Seismic Cone Penetration Test for evaluating liquefaction potential under cyclic loading", Canadian Geotechnical Journal, vol. 29, pp. 686-695

Seed H.  B., Idriss I. M., 1982. "Ground Motions and Soil Liquefaction During Earthquakes", Earthquake Engineering Research Institute Monograph Series.

Seed H. B., Idriss I. M., Arango I., 1983. "Evaluation of Liquefaction  Potential Using  Field  Performance  Data",  Journal  of  Geotechnical  Engineering,  ASCE,  Vol. 109, No. 3, pp. 458-482.

Seed R. B., Chang S. W., Dickenson S. E., Bray J. D., 1997. "Site-dependent seismic response including recent strong motion data" Proc., Special Session on Earthquake Geotechnical Engineering, XIV Int. Conf. on Soil Mech. and Found. Eng., Hamburg, A. A. Balkema Publ., pp. 125-134.

Seed R. B., Cetin K. O., Moss R. E. S., Kammerer A. M., Wu J., Pestana J. M., Riemer M. F., 2001. "Recent advanced in soil liquefaction engineering and seismic site response evaluation" 4th Int. Conf. Recent Advanced in Geotechnical Earthquake Engineering and soil dinamics, San Diego, California.

Seed R. B., Cetin K. O., Moss R. E. S., Kammerer A. M., Wu J., Pestana J. M., Riemer M. F, Sancio R. B., Bray J. D., Kayen R. E., Faris A., 2003. "Recent advanced in soil liquefaction engineering: a unified and consistent framework" 26th Annual ASCE Los Angeles Geotechnical Spring Seminar, Keynote Presentation, H. M. S. Queen Mary, Long Beach, California

Seed H.B. and Idriss I.M., 1971. Simplified Procedure for Evaluating Soil Liquefaction Potential. J. Geotech. Egrg. Div, ASCE, 97(9), 1249-1274.

Seed, H. B., Idriss I. M., Arango I., 1983. "Evaluation of Liquefaction Potential Using Field Performance Data", Journal of Geotechnical Engineering, ASCE, Vol. 109, No. 3, pp. 458-482.

Seed, H. B., Tokimatsu, K., Harder, L. F., Chung, R. M., 1984.  "The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations", Earthquake Engineering Research Center Report No. UCB/EERC-84/15, University of California at Berkeley, October, 1984

Shamoto, Y., Zhang, J., and Tokimatsu, K., 1998. “New charts for predicting large residual post-liquefaction ground deformation.” Soil Dyn. Earthquake Eng., 17_7– 8_, 427–438.

Skempton, A.W. 1986. Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation. Geotechnique 36(3): 425-447.

Tokimatsu, K., and Seed, H. B. _1984_. “Simplified procedures of the evaluation of settlements in clean sands.” Rep. No. UCB/GT-84/16, Univ. of California, Berkeley, Calif.

Youd T. L., Idriss I. M., eds., 1997. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils Technical Report NCEER 97-0022, Salt Lake City, UT, NCEER, Buffalo, NY, 276 p.

Tokimatsu, K., and Seed, H. B., 1987. Evaluation of settlements in sands due to earthquake shaking, J. Geotechnical Eng., ASCE 113 (GT8), 861-78.

Tokimatsu K., Yoshimi Y., 1984. "Criteria of soil liquefaction with SPT and fines content", VIII WCEE, San Francisco.

Tokimatsu K., Yoshimi Y., 1983. "Empirical correlation of soil liquefaction based on SPT N-Value and fines content", SF, vol. 23, n. 4.

Wu, J., Seed, R. B., and Pestana, J. M. (2003). “Liquefaction triggering and post liquefaction deformations of Monterey sand under unidirectional cyclic simple shear loading.” Geotechnical Engineering Research Rep. No. UCB/GE-2003/01, Univ. of California, Berkeley,Calif.

Youd T.  L., Noble, S.  K. 1997. "Liquefaction  Criteria  Based  on  Statistical  and Probabilistic  Analyses",  Proceedings  of  the  NCEER  Workshop  on  Evaluation  of Liquefaction Resistance of Soils, December 31, 1997, pp. 201-205.

Youd T.L. and Hoose S.N., 1997. Liquefaction sesceptibility and geologic setting. Proc., 6th World Conf. On Earthquake Engrg., Vol.3, Prentice-Hall, Englewood Cliffs, N.J., 2189-2194.

Youd T.L. and Idriss I.M., eds., 1997. Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Nat. Ctr. For Earthquake Engrs., State Univ. of New York at Buffalo.

Youd T.L. and Noble S.K, 1997a. Magnitude scaling factors. Proc. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Nat. Ctr. For Earthquake Engrg. Res., State Univ. of New York at Buffalo, 149-165.

Youd T.L. and Noble S.K, 1997b. Liquefaction criteria based on statistical and probabilistic analyses. Proc. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York at Buffalo, 201-215.

Youd T.L. and Perkins D.M, 1978. Mapping of liquefaction-induced ground failure potential. J.Geoctech. Emgrg. Div., ASCE, 104(4), 433-446.

Youd T.L., Idriaa, I.M., Andrus, R.D., Argano, I., Castro, G., Christian, J.T., Dobry, R., Liam Finn, W.D., Harder, L.F. Jr., Hynes, M.E., Ishihara, K., Koester, J.P., Liao, S.S.C., Marcuson, W.F. III., Martin G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed R.B., and Stokoe, K.H. II., 2001. “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, ASCE, Vol. 127, No. 10, 819‐833.

Youd T.L., Kayen R.E. and Mitchell J.L., 1997. Liquefaction criteria based on energy content of seismograms. Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Nat. Ctr. For Earthquake Engrg. Res., State Univ. of New York at Buffalo, 217-224.

Youd, T. L., Hansen, C. M., and Bartlett, S. F., 2002. Revised Multilinear regression equations for prediction of lateral spread displacement, J. Geotechnical and Geoenvironmental Eng. 128(12),1007-017.

Youd, T. L., Idriss, I. M., Andrus, R. D., Arango, I., Castro, G., Christian, J. T., Dobry, E., Finn, W. D. L., Harder Jr., L. F., Hynes, M. E., Ishihara, K., Koester, J. 169 P., Liao, S. S. C., Marcusson III, W. F., Martin, G. R., Mtchell, J. K., Moriwaki, Y., Power, M. S., Robertson, P. K., Seed, R. B., and Stokoe II, K. H., 2001. “Liquefaction resistance of soils: Summary report from the 1966 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils” J. Geotechnical and Geoenvironmental Eng., 124(10), 817-833.

Zhang G.; P. K. Robertson, M.ASCE; and R. W. I. Brachman, 2004. “Estimating Liquefaction-Induced Lateral Displacements Using the Standard Penetration Test or Cone Penetration Test, J. Geotechnical and Geoenvironmental Eng. 130(8), 861871.

 

 

 

 

©  GeoStru