|
[1] KISHIDA H. Damage to reinforced concrete buildings in Niigatacity with special reference to foundation engineering[J]. Soils and Foundations,1966,6(1):71–88.
[2] SEED H B,IDRISS I M. Analysis of soil liquefaction:Niigata earthquake[J]. Journal of Soil Mechanics and Foundations,1967,93(3):83–108.
[3] YOSHIMI Y,TOKIMATSU K. Settlement of buildings on saturated sand during earthquakes[J]. Soils and Foundations ,1977,17(1):23–38.
[4] TOKIMATSU K,MIDORIKAWA S,TAMURA S,et al. Preliminary report on the geotechnical aspects of the Philippine earthquake of July 16,1990[C]// Proceedings of the 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. St. Louis:University of Missouri-Rolla,1991:357–364.
[5] ADACHI T,IWAI S,YASUI M,et al. Settlement and inclination of reinforced concrete buildings in Dagupan City due to liquefaction during 1990 Philippine earthquake[C]// Proceedings of the 10th World Conference on Earthquake Engineering. Balkema,Rotterdam,The Netherlands:[s. n.],1992:147–152.
[6] TOKIMATSU K,KOJIMA H,KUWAYAMA S,et al. Liquefaction- induced damages to buildings in 1990 Luzon earthquake[J]. Journal of Geotechnical Engineering,1994,120(2):290–307.
[7] Earthquake Engineering Research Institute(EERI). Kocaeli. Turkey,earthquake of august 17,1999 reconnaissance report[R]. [S. l.]:Earthquake Spectra,2000.
[8] Earthquake Engineering Research Institute(EERI). Chi-chi,Taiwan,earthquake of September 21,1999,reconnaissance report[R]. [S. l.]:Earthquake Spectra. 2001.
[1] American Concrete Institute ACI. Building code requirements for structural concrete and commentary[S]. [S. l.]:Farmington Hills, 2008.
[2] SAXENA D S,HUSSIN J D. Stone column improved and piezocone tested site supports mid rise building complex—a casehistory[J]. Geotechnical Special Publication,1997,69:476–491.
[3] HAYDEN R F,BAEZ J I. State of practice for liquefaction mitigation in North America[C]// Proceedings of the Fourth US–Japan Workshop on Soil Liquefaction:Remedial Treatment of Potentially Liquefiable Soils. Tsukuba Science City,Japan:Public Works Research Institute,1994:27–48.
[4] SOMASUNDARAM S,WEERATUNGA G,BEST J. Ground improvement at the long beach aquarium of the pacific—A case study[J]. Geotechnical Special Publication,1997,69:457–475.
[5] SOYDEMIR C,SWEKOSKY F J,BAEZ J I,et al. Ground improvement at Albany airport[M]. New York:Geotechnical Special Publication,1997,69:506–524.
[6] ADALIER K,ELGAMAL A,MENESES J,et al. Stone column as liquefaction countermeasure in non-plastic silty soils[J]. Soil Dynamic and Earthquake Engineering,2003,23(7):571–584.
[7] ARULMOLI K,MARTIN GR,GASPARRO M G,et al. Design of pile foundations for liquefaction induced lateral spread displacements[C]// YEGIAN M,KAVAZANJIAN E,ed. Proceedings of Geo-Trans. [S. l.]:Earth Technology Corporation,2004:1 673–1 680.
[8] BOULANGER R W,CHANG D,BRANDENBERG S J,et al. Seismic design of pile foundations for liquefaction effects[C]// PITILAKIS K D,ed. Proceedings of the 4th International Conference on Earthquake Geotechnical Engineering-Invited Lectures. New York:Springer,2007:277–302.
[9] BOULANGER R W,CHANG D,GULERCE U,et al. Evaluating pile pinning effects on abutments over liquefied ground. Seismic performance and simulation of pile foundations in liquefied and laterally spreading ground[M]. Geotechnical Special Publication,GSP 145,2006:306–318.
[10] BOULANGER R W,TOKIMATSU K. Seismic performance and simulation of pile foundations in liquefied and laterally spreading ground[M]. [S. l.]:Geotechnical Special Publication,2006.
[11] RAYAMAJHI D,ASHFORDSCOTT A,BOULANGER M,et al. Dense granular columns in liquefiable ground. I:Shear reinforcement and cyclic stress ratio reduction[J]. Journal of Geotechnical Geoenvironmental Engineering,2016,142(7):04016023–1–11.
[12] RAYAMAJHI D,BOULANGER R W,ASHFORD S A,et al. Dense granular columns in liquefiable ground. I:Effect on deformation[J]. Journal of Geotechnical Geoenvironmental Engineering,2016,142(7):04016024–1–10.
[13] ELGAMAL A,YANG Z,PARRA E. Computational modeling of cyclic mobility and post-liquefaction site response[J].Soil Dynamic and Earthquake Engineering,2002,22(4):259–271.
[14] YANG Z. Numerical modeling of earthquake site response including dilation and liquefaction[Ph. D. Thesis][D]. Columbia University,New York:Department of Civil Engineering and Engineering Mechanics, 2000.
[15] YANG Z,ELGAMAL A. Influence of permeability on liquefaction- induced shear deformation[J]. Journal of Engineering Mechanics,2002,128(7):720–729.
[16] YANG Z,ELGAMAL A,PARRA E. A computational model for cyclic mobility and associated shear deformation[J]. Journal of Geotechnical Geoenvironmental Engineering,2003,129(12):1 119–1 127.
[17] YANG Z, LU J,ELGAMAL A. OpenSees soil models and solid-fluid fully coupled elements:User¢s manual[R]. California,San Diego:Department of Structural Engineering,University of California,San Diego,2008.
[18] SEEDH B,IDRISS I M. Soil moduli and damping factors for dynamic response analyses[R]. California,Berkeley:Earthquake Engineering Research Center,University of California,1970.
[19] ZANA K,SHIDEH D. Seismic performance of shallow founded structures on liquefiable ground:validation of numerical simulations using centrifuge experiments[J]. Journal of Geotechnical Geoenvironmental Engineering,2016,142(6):040160111–13.
[20] HIRD C C,PYRAH I C,RUSSELL D. Finite element modelling of vertical drains beneath embankments on soft ground[J]. Geotechnique,1992,42(3):499–511.
|