| Year |
Citation |
Score |
| 2020 |
Talesnick M, Ringel M, Rollins K. Development Of A Hybrid Soil Pressure Sensor And Its Application To Soil Compaction Canadian Geotechnical Journal. DOI: 10.1139/Cgj-2020-0272 |
0.324 |
|
| 2020 |
Rollins KM, Singh M, Roy J. Simplified Equations for Shear-Modulus Degradation and Damping of Gravels Journal of Geotechnical and Geoenvironmental Engineering. 146: 4020076. DOI: 10.1061/(Asce)Gt.1943-5606.0002300 |
0.405 |
|
| 2020 |
Rollins KM, Amoroso S, Milana G, Minarelli L, Vassallo M, Giulio GD. Gravel Liquefaction Assessment Using the Dynamic Cone Penetration Test Based on Field Performance from the 1976 Friuli Earthquake Journal of Geotechnical and Geoenvironmental Engineering. 146: 4020038. DOI: 10.1061/(Asce)Gt.1943-5606.0002252 |
0.419 |
|
| 2020 |
Shamsabadi A, Dasmeh A, Nojoumi A, Rollins KM, Taciroglu E. Lateral Capacity Model for Backfills Reacting against Skew-Angled Abutments under Seismic Loading Journal of Geotechnical and Geoenvironmental Engineering. 146: 4019129. DOI: 10.1061/(Asce)Gt.1943-5606.0002183 |
0.417 |
|
| 2020 |
Shamsabadi A, Schwicht DEW, Dasmeh A, Rollins KM, Taciroglu E. Validated Lateral Seismic Force-Displacement Backbone Curves for High-Speed Rail Bridge Abutments Journal of Bridge Engineering. 25: 4020009. DOI: 10.1061/(Asce)Be.1943-5592.0001533 |
0.334 |
|
| 2020 |
Salocchi AC, Minarelli L, Lugli S, Amoroso S, Rollins KM, Fontana D. Liquefaction source layer for sand blows induced by the 2016 megathrust earthquake (Mw 7.8) in Ecuador (Boca de Briceño) Journal of South American Earth Sciences. 103: 102737. DOI: 10.1016/J.Jsames.2020.102737 |
0.315 |
|
| 2020 |
Amoroso S, Rollins KM, Andersen P, Gottardi G, Tonni L, Martínez MFG, Wissmann K, Minarelli L, Comina C, Fontana D, Martini PMD, Monaco P, Pesci A, Sapia V, Vassallo M, et al. Blast-induced liquefaction in silty sands for full-scale testing of ground improvement methods: Insights from a multidisciplinary study Engineering Geology. 265: 105437-105454. DOI: 10.1016/J.Enggeo.2019.105437 |
0.459 |
|
| 2018 |
Amoroso S, Rollins KM, Monaco P, Holtrigter M, Thorp A. Monitoring Ground Improvement Using the Seismic Dilatometer in Christchurch, New Zealand Geotechnical Testing Journal. 41: 20170376. DOI: 10.1520/Gtj20170376 |
0.441 |
|
| 2017 |
Amoroso S, Milana G, Rollins K, Comina C, Minarelli L, Manuel MR, Monaco P, Franceschini M, Anzidei M, Lusvardi C, Cantore L, Carpena A, Casadei S, Cinti FR, Civico R, et al. The first Italian blast-induced liquefaction test (Mirabello, Emilia-Romagna, Italy): description of the experiment and preliminary results Annals of Geophysics. 60: 1-19. DOI: 10.4401/Ag-7415 |
0.517 |
|
| 2017 |
Franke KW, Rollins KM. Lateral Spread Displacement and Bridge Foundation Case Histories from the 1991 Magnitude 7.6 Earthquake near Limón, Costa Rica Journal of Geotechnical and Geoenvironmental Engineering. 143: 05017002. DOI: 10.1061/(Asce)Gt.1943-5606.0001653 |
0.687 |
|
| 2017 |
Franke KW, Rollins KM, Ledezma C, Hedengren JD, Wolfe D, Ruggles S, Bender C, Reimschiissel B. Reconnaissance of Two Liquefaction Sites Using Small Unmanned Aerial Vehicles and Structure from Motion Computer Vision Following the April 1, 2014 Chile Earthquake Journal of Geotechnical and Geoenvironmental Engineering. 143: 04016125. DOI: 10.1061/(Asce)Gt.1943-5606.0001647 |
0.676 |
|
| 2015 |
Palmer LM, Franke KW, Abraham Martin R, Sines BE, Rollins KM, Hedengren JD. Application and Accuracy of Structure from Motion Computer Vision Models with Full-Scale Geotechnical Field Tests Geotechnical Special Publication. 2432-2441. DOI: 10.1061/9780784479087.225 |
0.624 |
|
| 2015 |
Rollins KM, Nelson DK. Influence of pile offset behind an MSE wall on lateral pile resistance Geotechnical Engineering For Infrastructure and Development - Proceedings of the Xvi European Conference On Soil Mechanics and Geotechnical Engineering, Ecsmge 2015. 3: 1163-1168. |
0.376 |
|
| 2014 |
Shamsabadi A, Rollins KM. Three-dimensional nonlinear continuum seismic soil-structure interaction analysis of skewed bridge abutments Numerical Methods in Geotechnical Engineering - Proceedings of the 8th European Conference On Numerical Methods in Geotechnical Engineering, Numge 2014. 2: 933-938. |
0.336 |
|
| 2013 |
Marsh AK, Rollins KM, Franke B, Smith J, Palmer K. Passive Force-Deflection Behavior for 0° and 30° Skewed Abutments Transportation Research Record. 2363: 12-20. DOI: 10.3141/2363-02 |
0.321 |
|
| 2013 |
Franke KW, Rollins KM. Simplified hybrid p-y spring model for liquefied soils Journal of Geotechnical and Geoenvironmental Engineering. 139: 564-576. DOI: 10.1061/(Asce)Gt.1943-5606.0000750 |
0.732 |
|
| 2013 |
Rollins KM, Jessee SJ. Passive force-deflection curves for skewed abutments Journal of Bridge Engineering. 18: 1086-1094. DOI: 10.1061/(Asce)Be.1943-5592.0000439 |
0.338 |
|
| 2013 |
Rollins KM, Wright A, Sjoblom D, White N, Lange C. CPT evaluation of liquefaction mitigation with stone columns in interbedded silts and sands Geotechnical and Geophysical Site Characterization 4 - Proceedings of the 4th International Conference On Site Characterization 4, Isc-4. 2: 1469-1475. |
0.315 |
|
| 2012 |
Rollins K, Price J, Bischoff J. Reduced lateral resistance of abutment piles near MSE walls based on full-scale tests International Journal of Geotechnical Engineering. 6: 245-250. DOI: 10.3328/Ijge.2012.06.02.245-250 |
0.471 |
|
| 2012 |
Bray J, Rollins K, Hutchinson T, Verdugo R, Ledezma C, Mylonakis G, Assimaki D, Montalva G, Arduino P, Olson SM, Kayen R, Hashash YMA, Candia G. Effects of ground failure on buildings, ports, and industrial facilities Earthquake Spectra. 28. DOI: 10.1193/1.4000034 |
0.327 |
|
| 2012 |
Ledezma C, Hutchinson T, Ashford SA, Moss R, Arduino P, Bray JD, Olson S, Hashash YMA, Verdugo R, Frost D, Kayen R, Rollins K. Effects of ground failure on bridges, roads, and railroads Earthquake Spectra. 28. DOI: 10.1193/1.4000024 |
0.309 |
|
| 2012 |
Hussien MN, Tobita T, Iai S, Rollins KM. Vertical loads effect on the lateral pile group resistance in sand Geomechanics and Geoengineering. 7: 263-282. DOI: 10.1080/17486025.2011.598571 |
0.551 |
|
| 2012 |
Franke KW, Rollins KM. The performance-based evaluation of kinematic pile response due to lateral spread at an historic bridge in Costa Rica Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference On Bridge Maintenance, Safety and Management. 2024-2031. |
0.655 |
|
| 2011 |
Rollins K, Brown D. Design Guidelines for Increasing the Lateral Resistance of Highway-Bridge Pile Foundations by Improving Weak Soils Nchrp Report. DOI: 10.17226/14574 |
0.511 |
|
| 2011 |
Gerber TM, Marsh RA, Rollins KM. Dynamic passive pressures on a foundation with a dense sand backfill Geotechnical Special Publication. 3107-3117. DOI: 10.1061/41165(397)318 |
0.699 |
|
| 2011 |
Richards PW, Rollins KM, Stenlund TE. Experimental testing of pile-to-cap connections for embedded pipe piles Journal of Bridge Engineering. 16: 286-294. DOI: 10.1061/(Asce)Be.1943-5592.0000144 |
0.537 |
|
| 2010 |
Hussien MN, Tobita T, Iai S, Rollins KM. Soil-pile separation effect on the performance of a pile group under static and dynamic lateral loads Canadian Geotechnical Journal. 47: 1234-1246. DOI: 10.1139/T10-026 |
0.44 |
|
| 2010 |
Rollins KM, Herbst M, Adsero M, Brown D. Jet grouting and soil mixing for increased lateral pile group resistance Geotechnical Special Publication. 1563-1572. DOI: 10.1061/41095(365)158 |
0.388 |
|
| 2010 |
Cheng Z, Law H, Rollins KM. Effects of soil improvement by mass mixing on the lateral capacity of pile group using finite element method Geotechnical Special Publication. 1412-1421. DOI: 10.1061/41095(365)142 |
0.328 |
|
| 2010 |
Rollins KM, Kim J. Dynamic compaction of collapsible soils based on U.S. case histories Journal of Geotechnical and Geoenvironmental Engineering. 136: 1178-1186. DOI: 10.1061/(Asce)Gt.1943-5606.0000331 |
0.421 |
|
| 2010 |
Weaver TJ, Rollins KM. Reduction factor for the unloading point method at clay soil sites Journal of Geotechnical and Geoenvironmental Engineering. 136: 643-646. DOI: 10.1061/(Asce)Gt.1943-5606.0000262 |
0.53 |
|
| 2010 |
Rollins KM, Gerber TM, Kwon KH. Increased lateral abutment resistance from gravel backfills of limited width Journal of Geotechnical and Geoenvironmental Engineering. 136: 230-238. DOI: 10.1061/(Asce)Gt.1943-5606.0000195 |
0.777 |
|
| 2010 |
Iai S, Tobita T, Hussien MN, Rollins KM, Ozutsumi O. Soil-pile interaction under lateral load Soil-Foundation-Structure Interaction - Selected Papers From the International Workshop On Soil-Foundation-Structure Interaction, Sfsi 09. 101-108. |
0.34 |
|
| 2009 |
Hussien MN, Tobita T, Iai S, Rollins KM, Ramadan EH. Soil-structure interactions analysis for vertical and lateral loaded pile foundations Proceedings of the 17th International Conference On Soil Mechanics and Geotechnical Engineering: the Academia and Practice of Geotechnical Engineering. 2: 1251-1254. DOI: 10.3233/978-1-60750-031-5-1251 |
0.459 |
|
| 2009 |
Gerber TM, Rollins KM. Behavior of a nine-pile group with and without a pile cap Geotechnical Special Publication. 530-537. DOI: 10.1061/41022(336)68 |
0.783 |
|
| 2008 |
Rollins KM, Kwon KH, Gerber TM. Static and dynamic lateral load tests on a pile cap with partial gravel backfill Geotechnical Special Publication. DOI: 10.1061/40975(318)145 |
0.785 |
|
| 2008 |
Gerber TM, Rollins KM. Cyclic P-Y curves for a pile in cohesive soil Geotechnical Special Publication. DOI: 10.1061/40975(318)139 |
0.78 |
|
| 2008 |
Tobita T, Kang GC, Iai S, Rollins KM. Analysis of statnamic behavior of full-scale pile group in soft clays and silts Geotechnical Special Publication. DOI: 10.1061/40975(318)138 |
0.451 |
|
| 2008 |
Weaver TJ, Ashford SA, Rollins KM. Lateral load behavior of a concrete-filled GFRP pipe pile Geotechnical Special Publication. 931-938. DOI: 10.1061/40971(310)116 |
0.397 |
|
| 2008 |
Decker JB, Rollins KM, Ellsworth JC. Corrosion rate evaluation and prediction for piles based on long-term field performance Journal of Geotechnical and Geoenvironmental Engineering. 134: 341-351. DOI: 10.1061/(Asce)1090-0241(2008)134:3(341) |
0.39 |
|
| 2007 |
Shamsabadi A, Rollins KM, Kapuskar M. Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design Journal of Geotechnical and Geoenvironmental Engineering. 133: 707-720. DOI: 10.1061/(Asce)1090-0241(2007)133:6(707) |
0.436 |
|
| 2007 |
Gallagher PM, Conlee CT, Rollins KM. Full-scale field testing of colloidal silica grouting for mitigation of liquefaction risk Journal of Geotechnical and Geoenvironmental Engineering. 133: 186-196. DOI: 10.1061/(Asce)1090-0241(2007)133:2(186) |
0.426 |
|
| 2006 |
Rollins KM, Lane JD, Gerber TM. Closure to "Measured and computed lateral response of a pile group in sand" by Kyle M. Rollins, J. Dusty Lane, and Travis M. Gerber Journal of Geotechnical and Geoenvironmental Engineering. 132: 1241. DOI: 10.1061/(Asce)1090-0241(2006)132:9(1241.2) |
0.765 |
|
| 2006 |
Weaver TJ, Ashford SA, Rollins KM. 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 Journal of Geotechnical and Geoenvironmental Engineering. 132: 1239-1240. DOI: 10.1061/(Asce)1090-0241(2006)132:9(1239) |
0.526 |
|
| 2006 |
Cole RT, Rollins KM. Passive earth pressure mobilization during cyclic loading Journal of Geotechnical and Geoenvironmental Engineering. 132: 1154-1164. DOI: 10.1061/(Asce)1090-0241(2006)132:9(1154) |
0.691 |
|
| 2006 |
Rollins KM, Cole RT. Cyclic lateral load behavior of a pile cap and backfill Journal of Geotechnical and Geoenvironmental Engineering. 132: 1143-1153. DOI: 10.1061/(Asce)1090-0241(2006)132:9(1143) |
0.733 |
|
| 2006 |
Rollins KM, Olsen KG, Jensen DH, Garrett BH, Olsen RJ, Egbert JJ. Pile spacing effects on lateral pile group behavior: Analysis Journal of Geotechnical and Geoenvironmental Engineering. 132: 1272-1283. DOI: 10.1061/(Asce)1090-0241(2006)132:10(1272) |
0.486 |
|
| 2006 |
Rollins KM, Olsen RJ, Egbert JJ, Jensen DH, Olsen KG, Garrett BH. Pile spacing effects on lateral pile group behavior: Load tests Journal of Geotechnical and Geoenvironmental Engineering. 132: 1262-1271. DOI: 10.1061/(Asce)1090-0241(2006)132:10(1262) |
0.49 |
|
| 2006 |
Gerber TM, Rollins KM. Lateral subgrade moduli for liquefied sand under cyclic loading Geotechnical Special Publication. 149-160. |
0.788 |
|
| 2006 |
Rollins KM, Hales LJ, Ashford SA, Campiii WM. P-Y curves for large diameter shafts in liquefied sand from blast liquefaction tests Geotechnical Special Publication. 11-23. |
0.422 |
|
| 2006 |
Abe A, Abdoun T, Abghari A, Ashford SA, Bennett V, Brandenberg SJ, Bray JD, Chang D, Cubrinovski M, Dickenson SE, Dobry R, Elgamal A, Gerber TM, Gulerce U, Ha D, ... ... Rollins KM, et al. Geotechnical Special Publication: Preface Geotechnical Special Publication. vii-viii. |
0.667 |
|
| 2005 |
Rollins KM, Lane JD, Dibb E, Ashford SA, Mullins AG. Pore pressure measurement in blast-induced liquefaction experiments Transportation Research Record. 210-220. DOI: 10.3141/1936-24 |
0.402 |
|
| 2005 |
Rollins KM, Clayton RJ, Mikesell RC, Blaise BC. Drilled shaft side friction in gravelly soils Journal of Geotechnical and Geoenvironmental Engineering. 131: 987-1003. DOI: 10.1061/(Asce)1090-0241(2005)131:8(987) |
0.507 |
|
| 2005 |
Weaver TJ, Ashford SA, Rollins KM. Response of 0.6 m cast-in-steel-shell pile in liquefied soil under lateral loading Journal of Geotechnical and Geoenvironmental Engineering. 131: 94-102. DOI: 10.1061/(Asce)1090-0241(2005)131:1(94) |
0.569 |
|
| 2005 |
Rollins KM, Gerber TM, Lane JD, Ashford SA. Lateral resistance of a full-scale pile group in liquefied sand Journal of Geotechnical and Geoenvironmental Engineering. 131: 115-125. DOI: 10.1061/(Asce)1090-0241(2005)131:1(115) |
0.786 |
|
| 2005 |
Rollins KM, Lane JD, Gerber TM. Measured and computed lateral response of a pile group in sand Journal of Geotechnical and Geoenvironmental Engineering. 131: 103-114. DOI: 10.1061/(Asce)1090-0241(2005)131:1(103) |
0.797 |
|
| 2004 |
Tobita T, Iai S, Rollins KM. Group pile behavior under lateral loading in centrifuge model tests International Journal of Physical Modelling in Geotechnics. 4: 1-11. DOI: 10.1680/Ijpmg.2004.040401 |
0.498 |
|
| 2004 |
Ashford SA, Rollins KM, Lane JD. Blast-induced liquefaction for full-scale foundation testing Journal of Geotechnical and Geoenvironmental Engineering. 130: 798-806. DOI: 10.1061/(Asce)1090-0241(2004)130:8(798) |
0.53 |
|
| 2003 |
Rollins KM, Johnson SR, Petersen KT, Weaver TJ. Static and Dynamic Lateral Load Behavior of Pile Groups Based on Full-Scale Testing Proceedings of the International Offshore and Polar Engineering Conference. 1053-1060. |
0.399 |
|
| 2002 |
Ashford SA, Weaver TJ, Rollins KM. Pore pressure response of liquefied sand in full-scale lateral pile load tests Transportation Research Record. 21-29. DOI: 10.3141/1808-03 |
0.552 |
|
| 2002 |
Rollins KM, Giles E. Amperage And Treatment Time Monitoring To Evaluate Stone Column Effectiveness Transportation Research Record. 1786: 11-19. DOI: 10.3141/1786-02 |
0.367 |
|
| 2002 |
Rollins KM, Sparks A. Lateral resistance of full-scale pile cap with gravel backfill Journal of Geotechnical and Geoenvironmental Engineering. 128: 711-723. DOI: 10.1061/(Asce)1090-0241(2002)128:9(711) |
0.432 |
|
| 2000 |
Ashford SA, Rollins KM, Case Bradford VS, Weaver TJ, Baez JI. Liquefaction mitigation using stone columns around deep foundations: Full-scale test results Transportation Research Record. 110-118. DOI: 10.3141/1736-14 |
0.514 |
|
| 2000 |
Rollins KM, Sparks AE, Peterson KT. Lateral load capacity and passive resistance of full-scale pile group and cap Transportation Research Record. 24-32. DOI: 10.3141/1736-04 |
0.509 |
|
| 2000 |
Kayen RE, Barnhardt WA, Ashford S, Rollins K. Non-Destructive Measurement of Soil Liquefaction Density Change by Crosshole Radar Tomography, Treasure Island, California Geotechnical Special Publication. 298: 52-65. DOI: 10.1061/40523(298)3 |
0.378 |
|
| 2000 |
Ashford SA, Rollins KM, Baez JI. Comparison of deep foundation performance in improved and non-improved ground using blast-induced liquefaction Geotechnical Special Publication. 20-34. DOI: 10.1061/40520(295)3 |
0.417 |
|
| 1999 |
Rollins KM, Miller NP, Hemenway D. Evaluation of pile capacity prediction methods based on cone penetration testing using results from I-15 load tests Transportation Research Record. 40-50. DOI: 10.3141/1675-06 |
0.452 |
|
| 1999 |
Attwooll WJ, Holloway DM, Rollins KM, Esrig MI, Sakhai S, Hemenway D. Measured pile setup during load testing and production piling: I-15 Corridor Reconstruction Project in Salt Lake City, Utah Transportation Research Record. 1-7. DOI: 10.3141/1663-01 |
0.485 |
|
| 1999 |
Evans MD, Rollins KM. Developments in gravelly soil liquefaction and dynamic behavior Physics and Mechanics of Soil Liquefaction. Proceedings of the International Workshop, Baltimore, September 1998.. 91-102. |
0.344 |
|
| 1998 |
Rollins KM, Jorgensen SJ, Ross TE. Optimum moisture content for dynamic compaction of collapsible soils Journal of Geotechnical and Geoenvironmental Engineering. 124: 699-608. DOI: 10.1061/(Asce)1090-0241(1998)124:8(699) |
0.405 |
|
| 1998 |
Rollins KM, Peterson KT, Weaver TJ. Lateral load behavior of full-scale pile group in clay Journal of Geotechnical and Geoenvironmental Engineering. 124: 468-478. DOI: 10.1061/(Asce)1090-0241(1998)124:6(468) |
0.544 |
|
| 1998 |
Rollins KM, Evans MD, Diehl NB, Daily WD. Shear modulus and damping relationships for gravels Journal of Geotechnical and Geoenvironmental Engineering. 124: 396-405. DOI: 10.1061/(Asce)1090-0241(1998)124:5(396) |
0.384 |
|
| 1998 |
Weaver TJ, Rollins KM, Peterson KT. Lateral statnamic load testing and analysis of a pile group Geotechnical Special Publication. 1319-1330. |
0.388 |
|
| 1997 |
Smith TD, Rollins KM. Pressuremeter Testing in Arid Collapsible Soils Geotechnical Testing Journal. 20: 12-16. DOI: 10.1520/Gtj11416J |
0.433 |
|
| 1995 |
Rollins KM, Rollins RL, Smith TD, Beckwith GH. Identification and characterization of collapsible gravels Journal of Geotechnical Engineering. 121: 511-512. DOI: 10.1061/(Asce)0733-9410(1994)120:3(528) |
0.433 |
|
| 1994 |
Rollins KM, Rogers GW. Mitigation measures for small structures on collapsible alluvial soils Journal of Geotechnical Engineering. 120: 1533-1553. DOI: 10.1061/(Asce)0733-9410(1994)120:9(1533) |
0.502 |
|
| 1994 |
Carlisle H, Rollins KM. Ground-response studies at the Alameda Naval Air Station Us Geological Survey Professional Paper. 1551: 123-143. |
0.327 |
|
| 1990 |
Rollins KM, Seed HB. Influence of buildings on potential liquefaction damage Journal of Geotechnical Engineering. 116: 165-185. DOI: 10.1061/(Asce)0733-9410(1990)116:2(165) |
0.654 |
|
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