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Resources (1-20 of 53)

  1. SEISMIC SETTLEMENT OF SHALLOW FOUNDATIONS

    15 May 2014 | Publications | Contributor(s): shamsher prakash, vijay Puri

    SEISMIC SETTLEMENT OF SHALLOW FOUNDATIONS shamsher prakash, vijay Puri Shamsher Prakash, Emeritus Professr, MST, Rolla MO 65402 VK Puri, SIU, Carbondale IL ABSTRACT Many...

    https://nees.org/resources/11087

  2. Incorporating Soil-Foundation-Structure Interaction Effects through a Decoupled Analysis for the Sesimic Design of a Pile Supported Building at a Soft Soil Site with High Impedance Effect

    15 May 2014 | Publications | Contributor(s): King Chin, Bryan Zagers, Luke Ruggeri

    Incorporating Soil-Foundation-Structure Interaction Effects through a Decoupled Analysis for the Sesimic Design of a Pile Supported Building at a Soft Soil Site with High Impedance Effect This...

    https://nees.org/resources/11095

  3. Behavior of Model Pile in Saturated Sloping Ground in Shaking Table Test

    15 May 2014 | Publications | Contributor(s): Chia-Han Chen, Tzou-Shin Ueng, Cheng-Hsing Chen

    Behavior of Model Pile in Saturated Sloping Ground during Shaking Table Test Shaking table tests on model pile in saturated inclined ground were conducted at the National Center for Research on...

    https://nees.org/resources/11097

  4. Seismic Displacements for the Downtown Anchorage Seismic Risk Assessment

    15 May 2014 | Publications | Contributor(s): Jonathan Bray, Jennifer Donahue

    Seismic Displacements for the Downtown Anchorage Seismic Risk Assessment Jennifer Donahue, Jonathan Bray The characterization of the magnitude and type of potential ground movement during major...

    https://nees.org/resources/11103

  5. PB LiquefY: A New Analysis Tool for the Performance-Based Evaluation of Liquefaction Triggering

    15 May 2014 | Publications | Contributor(s): Kevin Franke, Alexander Wright, Cody Hatch

    PB LiquefY: A New Analysis Tool for the Performance-Based Evaluation of Liquefaction Triggering Kevin Franke, Alexander Wright, Cody Hatch Performance-based design is becoming more prevalent...

    https://nees.org/resources/11109

  6. Post-cyclic recompression characteristics of a clay subjected to undrained uni-directional and multi-directional cyclic shears

    15 May 2014 | Publications | Contributor(s): Hiroshi Matsuda, Tran Thanh Nhan, Kazuhiro Nakahara, Do Quang Thien, Tran Huu Tuyen

    Post-cyclic recompression characteristics of a clay pre-subjected to undrained uni-directional and multi-directional cyclic shears In this paper, the effect of cyclic shear direction on the...

    https://nees.org/resources/11113

  7. A Ground Model for Earthquake Response Analysis Derived as Best-Simplified with Using Microtremor Measurements

    15 May 2014 | Publications | Contributor(s): Atsushi Mikami

    A Ground Model for Earthquake Response Analysis Derived as Best-Simplified with Using Microtremor Measurements In order to evaluate seismic performance of long-extended structures such as levees,...

    https://nees.org/resources/11149

  8. Dissipated & Strain Energies in Undrained Cyclic Loading Tests for Liquefaction Potential Evaluations

    15 May 2014 | Publications | Contributor(s): YOSUKE KANEKO, TAKAJI KOKUSHO

    Inside Dissipated Energy and Strain Energy in Liquefied Sand by Hollow Cylindrical Torsional Shear Test A stress-based method (SBM) has been employed for liquefaction potential evaluations in...

    https://nees.org/resources/11167

  9. Load Distribution in Large Pile Groups for Static and Seismic Loading

    15 May 2014 | Publications | Contributor(s): W.D. Liam Finn, Jason Dowling, Guoxi Wu

    Load Distribution in Large Pile Groups A large number of modern structures are founded on piles and often these foundations contain large pile groups. In contrast, most of the research on the...

    https://nees.org/resources/11197

  10. Dynamic Soil-Structure Interaction Analyses of 300m Tall Industrial Reinforced Concrete Chimneys on Piled Raft Foundations

    15 May 2014 | Publications | Contributor(s): Jisha S.V, Jayalekshmi B.R, Shivashankar R

    Dynamic Soil-Structure Interaction Analyses of 300m Tall Industrial Reinforced Concrete Chimneys on Piled Raft Foundations Soil-structure interaction (SSI) analysis of 300m tall slender industrial...

    https://nees.org/resources/11203

  11. Soil-Structure Interaction Analysis of the Manhattan Bridge Foundations

    15 May 2014 | Publications | Contributor(s): Lelio Mejia, Rajendram Arulnathan, Sathish Murugaiah, Thomas Thomann

    Soil-Structure Interaction Analysis of the Manhattan Bridge Foundations The seismic evaluation of long-span bridges typically requires consideration of dynamic soil-structure interaction (SSI)...

    https://nees.org/resources/11213

  12. WHAT HAVE WE LEARNED AFTER A DECADE OF EXPERIMENTS AND MONITORING AT THE NEES@UCSB PERMANENTLY INSTRUMENTED FIELD SITES?

    15 May 2014 | Publications | Contributor(s): Jamison Steidl

    WHAT HAVE WE LEARNED AFTER A DECADE OF EXPERIMENTS AND MONITORING AT THE NEES@UCSB PERMANENTLY INSTRUMENTED FIELD SITES? The Wildlife Liquefaction Array (WLA) and Garner Valley Downhole Array...

    https://nees.org/resources/11227

  13. Pore Pressure Generation Under Different Transient Loading Histories

    15 May 2014 | Publications | Contributor(s): Wing Shun Kwan, Sam Sideras, Chadi El Mohtar, Steve Kramer

    Pore Pressure Generation Under Different Transient Loading Histories The current procedure for characterizing earthquake loading (uniform stress cycles with amplitude = 0.65 of the peak shear...

    https://nees.org/resources/11251

  14. Reduced Passive Force-Deflection Behavior for Skewed Bridge Abutments

    15 May 2014 | Publications | Contributor(s): Kyle Rollins, Katie Palmer, Amy Fredrickson

    Reduced Passive Force-Deflection Behavior for Skewed Bridge Abutments Kyle Rollins, Katie Palmer, Amy Fredrickson Passive force-deflection behavior for densely compacted backfills must be...

    https://nees.org/resources/11309

  15. Slope Stability Evaluation of South Bluff of the Anchorage Port Access Bridgee

    15 May 2014 | Publications | Contributor(s): Chi-Chin Tsai, Philip Meymand

    Slope Stability Evaluation of South Bluff of the Anchorage Port Access Bridgee Anchorage Port Access Bridge constructed in 1975 connects the Port of Anchorage and the city of Anchorage, Alaska....

    https://nees.org/resources/11311

  16. Nonlinear Stiffness Matrix Modeling for Complex Pile Group Foundation of the Anchorage Port Access Bridge

    15 May 2014 | Publications | Contributor(s): Chi-Chin Tsai, Philip Meymand, Benjamin Choy

    Nonlinear Stiffness Matrix Modeling for Complex Pile Group Foundation of the Anchorage Port Access Bridge This paper presents a rational procedure to model complex soil-pile foundation systems in...

    https://nees.org/resources/11313

  17. Risk of Seismic Deformation of a 1960’s Rockfill Dam in Lebanon

    15 May 2014 | Publications | Contributor(s): Justin Phalen, Faiz Makdisi, Jian Hu, Eric Viala, Nabil Amacha

    Risk of Seismic Deformation of a 1960’s Rockfill Dam in Lebanon Qaraoun Dam is a 60-meter-high concrete-faced rockfill embankment built in 1960 at the southern end of the Bekaa Valley in central...

    https://nees.org/resources/11381

  18. Seismic Deformation Evaluation of Lenihan Dam Under 1989 Loma Prieta Earthquake

    15 May 2014 | Publications | Contributor(s): Rambod Hadidi, Yoshi Moriwaki, John Barneich, Robert Kirby, Michael Moores

    Seismic Deformation Evaluation of Lenihan Dam Under 1989 Loma Prieta Earthquake The paper presents the results of seismic deformation analysis of Lenihan Dam under Loma Prieta earthquake using...

    https://nees.org/resources/11385

  19. Comparison of Design Procedures and Observed Performance of Bridges Subject to Lateral Spreading

    15 May 2014 | Publications | Contributor(s): Benjamin Turner, Scott J. Brandenberg, Jonathan P. Stewart

    Comparison of Design Procedures and Observed Performance of Bridges Subject to Lateral Spreading Results are presented of the authors’ investigation of the performance of a railroad bridge and...

    https://nees.org/resources/11701

  20. Response of buried pipelines subjected to ground displacements under different trench backfill conditions

    15 May 2014 | Publications | Contributor(s): Dharma Wijewickreme, Manuel Monroy, Douglas J. Nyman, Douglas G. Honegger

    Response of buried pipelines subjected to ground displacements under different trench backfill conditions Buried pipelines that traverse areas subject to permanent ground displacements can...

    https://nees.org/resources/11709