Evaluation of simplified methods for predicting earthquake-induced slope displacements in earth dams and embankments
暂无分享,去创建一个
[1] L. J. L. Lemos,et al. Displacements of Slopes Under Earthquake Loading , 1991 .
[2] Andrzej Sawicki,et al. Influence of vertical ground motion on seismic-induced displacements of gravity structures , 2007 .
[3] R S Steedman,et al. SEISMIC DESIGN OF RETAINING WALLS. , 1998 .
[4] R. G. James,et al. DYNAMIC CENTRIFUGE MODEL TESTS ON CLAY EMBANKMENTS , 1989 .
[5] Jonathan D. Bray,et al. Simplified Procedure for Estimating Earthquake-Induced Deviatoric Slope Displacements , 2007 .
[6] Richard J. Bathurst,et al. Deterministic sliding block methods for estimating seismic displacements of earth structures , 1996 .
[7] R. Jibson. Regression models for estimating coseismic landslide displacement , 2007 .
[8] Donald E. Yule,et al. Permanent seismically induced displacement of rock-founded structures computed by the Newmark Program , 2009 .
[9] Robert V. Whitman,et al. Decoupling approximation to the evaluation of earthquake‐induced plastic slip in earth dams , 1983 .
[10] G. Gazetas,et al. Seismic analysis and design of rockfill dams: state-of-the-art* , 1992 .
[11] E. Rathje,et al. Estimating Fully Probabilistic Seismic Sliding Displacements of Slopes from a Pseudoprobabilistic Approach , 2011 .
[12] I. Idriss,et al. Earthquake Ground Motions at Soft Soil Sites , 1991 .
[13] Ellen M. Rathje,et al. A unified model for predicting earthquake-induced sliding displacements of rigid and flexible slopes , 2011 .
[14] Hoe I. Ling,et al. Seismic Responses of Reinforced Soil Retaining Walls and Strain-Softening of Backfill Soils , 2012 .
[15] G. Atkinson,et al. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s , 2008 .
[16] A. Arias. A measure of earthquake intensity , 1970 .
[17] W. B. Joyner,et al. Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work , 1997 .
[18] Robert V. Whitman,et al. Earthquake Induced Displacements of Sliding Blocks , 1986 .
[19] M. Bolton. THE STRENGTH AND DILATANCY OF SANDS , 1986 .
[20] Christopher L. Meehan,et al. Dynamic Centrifuge Testing of Slickensided Shear Surfaces , 2008 .
[21] M. K. Yegian,et al. Earthquake‐Induced Permanent Deformations: Probabilistic Approach , 1991 .
[22] N. Abrahamson,et al. Selection of ground motion time series and limits on scaling , 2006 .
[23] Christopher L. Meehan,et al. A Multi-Parameter Correlation for Predicting the Seismic Displacement of an Earth Dam or Embankment , 2011 .
[24] Debasis Roy,et al. A correlation for permanent earthquake-induced deformation of earth embankments , 2007 .
[25] E Kavazanjian,et al. NEWMARK DEFORMATION ANALYSIS WITH DEGRADING YIELD ACCELERATION , 1997 .
[26] Randall W. Jibson,et al. Java Programs for Using Newmark's Method and Simplified Decoupled Analysis to Model Slope Performance During Earthquakes , 2003 .
[27] Hoe I. Ling,et al. Rock sliding induced by seismic force , 1997 .
[28] S. K. Sarma. Seismic stability of earth dams and embankments , 1975 .
[29] Jonathan D. Bray,et al. Empirical attenuation relationship for Arias Intensity , 2003 .
[30] S. B. Paulsen,et al. A predictive model for seismic displacement of reinforced slopes , 2004 .
[31] K. Stokoe,et al. Liquefaction resistance of soils from shear-wave velocity , 2000 .
[32] J. P. Giroud,et al. NEWMARK SEISMIC DEFORMATION ANALYSIS FOR GEOSYNTHETIC COVERS , 1998 .
[33] Jonathan D. Bray,et al. NONLINEAR COUPLED SEISMIC SLIDING ANALYSIS OF EARTH STRUCTURES , 2000 .
[34] S. Sarma. STABILITY ANALYSIS OF EMBANKMENTS AND SLOPES , 1973 .
[35] Jonathan D. Bray,et al. INCLINED PLANE STUDIES OF THE NEWMARK SLIDING BLOCK PROCEDURE , 2003 .
[36] Dov Leshchinsky,et al. SEISMIC DESIGN AND PERFORMANCE OF GEOSYNTHETIC-REINFORCED SOIL STRUCTURES , 1997 .
[38] Steven L. Kramer,et al. Dimensionality and Directionality Effects in Newmark Sliding Block Analyses , 2004 .
[39] Steven L. Kramer,et al. MODIFIED NEWMARK MODEL FOR SEISMIC DISPLACEMENTS OF COMPLIANT SLOPES , 1997 .
[40] Jonathan D. Bray,et al. Simplified Seismic Slope Displacement Procedures , 2007 .
[41] N. Ambraseys,et al. Seismic displacements on shear surfaces in cohesive soils , 1993 .
[42] Dov Leshchinsky,et al. Effects of vertical acceleration on seismic design of geosynthetic-reinforced soil structures , 1998 .
[43] Gokhan Saygili,et al. Empirical Predictive Models for Earthquake-Induced Sliding Displacements of Slopes , 2008 .
[44] Scott B. Miles,et al. Evaluation of seismic slope-performance models using a regional case study , 2000 .
[45] Toshitaka Kamai,et al. Earthquake-induced displacements of gravity retaining walls and anchor-reinforced slopes , 2009 .
[46] Jonathan D. Bray,et al. Earthquake-Induced Displacements of Solid-Waste Landfills , 1998 .
[47] N. N. Ambraseys,et al. Earthquake‐induced ground displacements , 1988 .
[48] H. Bolton Seed,et al. Closure of "Simplified Procedure for Estimating Dam and Embankment Earthquake-Induced Deformations" , 1977 .
[49] Joseph Wartman,et al. Uncertainty in seismic slope deformation model predictions , 2011 .
[50] Miguel P. Romo,et al. A new friction law for sliding rigid blocks under cyclic loading , 2009 .
[51] Gokhan Saygili,et al. Probabilistically based seismic landslide hazard maps: An application in Southern California , 2009 .
[52] N. Newmark. Effects of Earthquakes on Dams and Embankments , 1965 .
[53] A. G. Franklin,et al. Rationalizing the Seismic Coefficient Method. , 1984 .
[54] Dov Leshchinsky,et al. Design Dilemma: Use peak or residual strength of soil , 2001 .
[55] Jonathan D. Bray,et al. Simplified Seismic Design Procedure for Geosynthetic-Lined, Solid-Waste Landfills , 1998 .
[56] William N. Houston,et al. Microcomputer-Aided Evaluation of Earthquake-Induced Permanent Slope Displacements , 2008 .
[57] Rowland Richards,et al. Seismic Behavior of Gravity Retaining Walls , 1979 .
[58] C. Lee,et al. Empirical estimation of the Newmark displacement from the Arias intensity and critical acceleration , 2011 .
[59] E. Harp,et al. A method for producing digital probabilistic seismic landslide hazard maps , 2000 .
[60] Ching-Chuan Huang,et al. Simplified approach for assessing seismic displacements of soil-retaining walls. Part I: Geosynthetic-reinforced modular block walls , 2006 .
[61] Farshid Vahedifard. Seismic displacement of unreinforced and reinforced earth structures , 2011 .
[62] D. Keefer,et al. Dynamic analysis of a slope failure from the 6 August 1979 Coyote Lake, California, earthquake , 1983 .
[63] Gokhan Saygili,et al. Probabilistic Seismic Hazard Analysis for the Sliding Displacement of Slopes: Scalar and Vector Approaches , 2008 .