Kyle M. Rollins

发表

Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils

Kyle M. Rollins, Dan A. Brown, 2011 .

Passive Force–Deflection Behavior for 0° and 30° Skewed Abutments

Katie Palmer, Kyle M. Rollins, Aaron K. Marsh, 2013 .

STATNAMIC LATERAL LOAD TESTING OF A FULL-SCALE FIXED-HEAD PILE GROUP

Kyle M. Rollins, Thomas J. Weaver, Kris T. Peterson, 1997 .

Comparison of Deep Foundation Performance in Improved and Non-Improved Ground Using Blast-Induced Liquefaction

Juan I. Baez, Kyle M. Rollins, Scott A. Ashford, 2000 .

Soil–pile separation effect on the performance of a pile group under static and dynamic lateral loads

Kyle M. Rollins, Mahmoud N. Hussien, Tetsuo Tobita, 2010 .

RESPONSE OF 0.6 M CAST-IN-STEEL-SHELL PILE IN LIQUEFIED SOIL UNDER LATERAL LOADING

Kyle M. Rollins, Scott A. Ashford, Thomas Weaver, 2005 .

Measured Pile Setup During Load Testing and Production Piling: I-15 Corridor Reconstruction Project in Salt Lake City, Utah

Kyle M. Rollins, William J Attwooll, D. Holloway, 1999 .

Geotechnical Special Publication: Preface

Ross W. Boulanger, Kohji Tokimatsu, Jonathan D. Bray, 2010 .

Closure to “Measured and Computed Lateral Response of a Pile Group in Sand” by Kyle M. Rollins, J. Dusty Lane, and Travis M. Gerber

Kyle M. Rollins, Travis M. Gerber, J. Dusty Lane, 2006 .

Nonlinear Soil-Abutment-Bridge Structure Interaction for Seismic Performance-Based Design

Kyle M. Rollins, Anoosh Shamsabadi, Mike Kapuskar, 2007 .

Application and Accuracy of Structure from Motion Computer Vision Models with Full-Scale Geotechnical Field Tests

John D. Hedengren, Kyle M. Rollins, Kevin W. Franke, 2015 .

Vertical Composite Drains for Mitigating Liquefaction Hazard

Kyle M. Rollins, Joshua K. S. Anderson, Aaron K. McCain, 2003 .

Liquefaction Mitigation Using Stone Columns and Wick Drains for Utah Bridges

Kyle M. Rollins, Bradford E Price, Emily Dibb, 2006 .

Pore Pressure Response of Liquefied Sand in Full-Scale Lateral Pile Load Tests

Kyle M. Rollins, Scott A. Ashford, Thomas J. Weaver, 2002 .

Pore Pressure Measurement in Blast-Induced Liquefaction Experiments:

Kyle M. Rollins, Scott A. Ashford, Emily Dibb, 2005 .

PASSIVE FORCE- DEFLECTION BEHAVIOR FOR ABUTMENTS WITH MSE CONFINED APPROACH FILLS

Kyle M. Rollins, Travis M. Gerber, Luke Heiner, 2010 .

Cone Penetration Resistance Variation with Time after Blast Liquefaction Testing

Kyle M. Rollins, Joshua K. S. Anderson, K. Rollins, 2008 .

Experimental Testing of Pile-to-Cap Connections for Embedded Pipe Piles

Kyle M. Rollins, Paul W. Richards, Tony E. Stenlund, 2011 .

Effects of Ground Failure on Bridges, Roads, and Railroads

Jonathan D. Bray, Youssef M A Hashash, Robb E.S. Moss, 2012 .

Liquefaction Mitigation Using Stone Columns Around Deep Foundations: Full-Scale Test Results

Juan I. Baez, Kyle M. Rollins, Scott A. Ashford, 2000 .

Reduction Factor for the Unloading Point Method at Clay Soil Sites

Kyle M. Rollins, Thomas Weaver, 2010 .

In-Situ Deep Soil Improvement

Kyle M. Rollins, 1994 .

Closure to “Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading” by Thomas J. Weaver, S. A. Ashford, and Kyle M. Rollins

Kyle M. Rollins, Scott A. Ashford, Thomas Weaver, 2006 .

Passive Force-Deflection Relationships from Full-Scale Tests

Kyle M. Rollins, Ryan T. Cole, 2006 .

COMPARISON OF MEASURED AND COMPUTED DRILLED SHAFT CAPACITIES BASED ON UTAH LOAD TESTS

Kyle M. Rollins, Richard Price, Edward Keane, 1992 .

Evaluation of Pile Capacity Prediction Methods Based on Cone Penetration Testing Using Results from I-15 Load Tests

Kyle M. Rollins, Nigel P. Miller, Daniel Hemenway, 1999 .

Amperage and Treatment Time Monitoring to Evaluate Stone Column Effectiveness

Kyle M. Rollins, Eric Giles, 2002 .

Effects of Ground Failure on Buildings, Ports, and Industrial Facilities

Youssef M A Hashash, Robert E. Kayen, Kyle M. Rollins, 2012 .

LIQUEFACTION MITIGATION USING VERTICAL COMPOSITE DRAINS: FULL SCALE TESTING

Kyle M. Rollins, K. Rollins, 2004 .

Errata for "Blast-Induced Liquefaction for Full-Scale Foundation Testing" by Scott A.

Kyle M. Rollins, J. Dusty Lane, 2004 .

Static and Dynamic Lateral Load Tests in Liquefied Sand for the Cooper River Bridge, Charleston, South Carolina

Kyle M. Rollins, Scott A. Ashford, Seth Bowles, 2008 .

CASE HISTORIES OF LANDSLIDE STABILIZATION USING DRILLED-SHAFT WALLS

Kyle M. Rollins, Ralph L. Rollins, 1992 .

Simplified Hybrid p-y Spring Model for Liquefied Soils

Kyle M. Rollins, Kevin W. Franke, K. Rollins, 2013 .

Laterally loaded pile cap connections.

Kyle M. Rollins, Tony E. Stenlund, 2010 .

Liquefaction Mitigation of Silty Sands in Utah Using Stone Columns with Wick Drains

Kyle M. Rollins, Bradford E Price, Emily Dibb, 2006 .

Effectiveness of Stone Columns for Liquefaction Mitigation of Silty Sands with and without Wick Drains

Kyle M. Rollins, Bradford E Price, K. Rollins, 2009 .

Pile Spacing Effects on Lateral Pile Group Behavior: Load Tests

Kyle M. Rollins, K. Rollins, Ryan J. Olsen, 2006 .

Blast-Induced Liquefaction for Full-Scale Foundation Testing

Kyle M. Rollins, Scott A. Ashford, J. Dusty Lane, 2004 .

Lateral Load Behavior of Full-Scale Pile Group in Clay

Kyle M. Rollins, Kris T. Peterson, Thomas J. Weaver, 1998 .

Cyclic P-Y Curves for a Pile in Cohesive Soil

Kyle M. Rollins, Travis M. Gerber, 2008 .

Jet Grouting and Soil Mixing for Increased Lateral Pile Group Resistance

Kyle M. Rollins, K. Rollins, Dan A. Brown, 2010 .

Dynamic Compaction of Collapsible Soils Based on U.S. Case Histories

Kyle M. Rollins, K. Rollins, Ji-Hyoung Kim, 2010 .

Increased Lateral Abutment Resistance from Gravel Backfills of Limited Width

Kyle M. Rollins, Travis M. Gerber, Ku Hyun Kwon, 2010 .

Drilled Shaft Side Friction in Gravelly Soils

Kyle M. Rollins, K. Rollins, R. Clayton, 2005 .

Corrosion Rate Evaluation and Prediction for Piles Based on Long-Term Field Performance

Kyle M. Rollins, Jeramy B. Decker, Jared C. Ellsworth, 2008 .

Increased Lateral Resistance of Pile Group in Clay Using Compacted Fill

Kyle M. Rollins, Jeffrey Snyder, J. Matthew Walsh, 2010 .

Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand

Kyle M. Rollins, Scott A. Ashford, Travis M. Gerber, 2005 .

Passive Earth Pressure Mobilization during Cyclic Loading

Kyle M. Rollins, Ryan T. Cole, K. Rollins, 2006 .

Soil Amplification at Treasure Island During the Loma Prieta Earthquake

Roman D. Hryciw, Kyle M. Rollins, Scott E. Shewbridge, 1991 .

Pressuremeter Testing in Arid Collapsible Soils

Kyle M. Rollins, T D Smith, 1997 .

P-Y Curves for Large Diameter Shafts in Liquefied Sand from Blast Liquefaction Tests

William M. Camp, Kyle M. Rollins, Scott A. Ashford, 2005 .

Response, Analysis, and Design of Pile Groups Subjected to Static and Dynamic Lateral Loads

Kyle M. Rollins, K. Rollins, Ryan J. Olsen, 2003 .

Cyclic Lateral Load Behavior of a Pile Cap and Backfill

Kyle M. Rollins, Ryan T. Cole, 2006 .

Lateral Resistance of Full-Scale Pile Cap with Gravel Backfill

Kyle M. Rollins, Andrew E. Sparks, K. Rollins, 2002 .

Passive Force-Deflection Curves for Skewed Abutments

Kyle M. Rollins, Shon J. Jessee, 2013 .

Pile Spacing Effects on Lateral Pile Group Behavior: Analysis

Kyle M. Rollins, K. Rollins, Ryan J. Olsen, 2006 .

IDENTIFICATION AND CHARACTERIZATION OF COLLAPSIBLE GRAVELS

Kyle M. Rollins, George H. Beckwith, K. Rollins, 1994 .

Group pile behavior under lateral loading in centrifuge model tests

Kyle M. Rollins, Susumu Iai, Tetsuo Tobita, 2004 .

Reconnaissance of Two Liquefaction Sites Using Small Unmanned Aerial Vehicles and Structure from Motion Computer Vision Following the April 1, 2014 Chile Earthquake

John D. Hedengren, Kyle M. Rollins, Kevin W. Franke, 2017 .

Geo-Engineering Reconnaissance of the 2010 Maule, Chile Earthquake

Jonathan P. Stewart, Jonathan D. Bray, Youssef M A Hashash, 2010 .

Geotechnical Aspects of April 1, 2014, M8.2 Iquique, Chile Earthquake

Kyle M. Rollins, Kevin W. Franke, Gabriel Candia, 2015 .