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Scott A. Ashford - Publications

Affiliations: 
Structural Engineering University of California, San Diego, La Jolla, CA 
Area:
Civil Engineering
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48 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2018 Nimityongskul N, Kawamata Y, Rayamajhi D, Ashford SA. Full-Scale Tests on Effects of Slope on Lateral Capacity of Piles Installed in Cohesive Soils Journal of Geotechnical and Geoenvironmental Engineering. 144: 4017103. DOI: 10.1061/(Asce)Gt.1943-5606.0001805  0.566
2016 Rayamajhi D, Boulanger RW, Ashford SA, Elgamal A. Dense granular columns in liquefiable ground. II: Effects on deformations Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001475  0.486
2016 Rayamajhi D, Ashford SA, Boulanger RW, Elgamal A. Dense granular columns in liquefiable ground. I: Shear reinforcement and cyclic stress ratio reduction Journal of Geotechnical and Geoenvironmental Engineering. 142. DOI: 10.1061/(Asce)Gt.1943-5606.0001474  0.465
2015 Rayamajhi D, Tamura S, Khosravi M, Boulanger RW, Wilson DW, Ashford SA, Olgun CG. Dynamic centrifuge tests to evaluate reinforcing mechanisms of soil-cement columns in liquefiable sand Journal of Geotechnical and Geoenvironmental Engineering. 141. DOI: 10.1061/(Asce)Gt.1943-5606.0001298  0.549
2014 Rayamajhi D, Nguyen TV, Ashford SA, Boulanger RW, Lu J, Elgamal A, Shao L. Numerical study of shear stress distribution for discrete columns in liquefiable soils Journal of Geotechnical and Geoenvironmental Engineering. 140. DOI: 10.1061/(Asce)Gt.1943-5606.0000970  0.493
2013 Cox BR, Boulanger RW, Tokimatsu K, Wood CM, Abe A, Ashford S, Donahue J, Ishihara K, Kayen R, Katsumata K, Kishida T, Kokusho T, Mason HB, Moss R, Stewart JP, et al. Liquefaction at strong motion stations and in Urayasu City during the 2011 Tohoku-oki earthquake Earthquake Spectra. 29: S55-S80. DOI: 10.1193/1.4000110  0.362
2013 Nguyen TV, Rayamajhi D, Boulanger RW, Ashford SA, Lu J, Elgamal A, Shao L. Design of DSM grids for liquefaction remediation Journal of Geotechnical and Geoenvironmental Engineering. 139: 1923-1933. DOI: 10.1061/(Asce)Gt.1943-5606.0000921  0.375
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  0.335
2012 Nguyen TV, Rayamajhi D, Boulanger RW, Ashford SA, Lu J, Elgamal A, Shao L. Effect of DSM grids on shear stress distribution in liquefiable soil Geotechnical Special Publication. 1948-1957. DOI: 10.1061/9780784412121.200  0.384
2012 Rayamajhi D, Nguyen TV, Ashford SA, Boulanger RW, Lu J, Elgamal A, Shao L. Effect of discrete columns on shear stress distribution in liquefiable soil Geotechnical Special Publication. 1908-1917. DOI: 10.1061/9780784412121.196  0.37
2012 Olsen MJ, Young AP, Ashford SA. TopCAT-Topographical Compartment Analysis Tool to analyze seacliff and beach change in GIS Computers and Geosciences. 45: 284-292. DOI: 10.1016/J.Cageo.2011.11.007  0.31
2010 Cubrinovski M, Green RA, Allen J, Ashford S, Bowman E, Brendon, Bradley, Cox BR, Hutchinson T, Kavazanjian E, Orense R, Pender M, Quigley M, Wotherspoon L. Geotechnical reconnaissance of the 2010 Darfield (Canterbury) earthquake Bulletin of the New Zealand National Society For Earthquake Engineering. 43: 243-320. DOI: 10.5459/Bnzsee.43.4.243-320  0.36
2010 Nimityongskul N, Ashford SA. Effect of soil slope on lateral capacity of piles in cohesive soiils 9th Us National and 10th Canadian Conference On Earthquake Engineering 2010, Including Papers From the 4th International Tsunami Symposium. 5: 3614-3620.  0.512
2009 Kayen R, Brandenberg SJ, CoIlins BD, Dickenson S, Ashford S, Kawamata Y, Tanaka Y, Koumoto H, Abrahamson N, Cluff L, Tokimatsu K. Geoengineering and seismological aspects of the Niigata-Ken Chuetsu-Oki earthquake of 16 July 2007 Earthquake Spectra. 25: 777-802. DOI: 10.1193/1.3240397  0.314
2008 Kawamata Y, Ashford SA, Nimityongskul N. Full-scale lateral pile load test in rock fill Geotechnical Special Publication. DOI: 10.1061/40975(318)200  0.486
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  0.745
2008 Young AP, Ashford SA. Instability investigation of cantilevered seacliffs Earth Surface Processes and Landforms. 33: 1661-1677. DOI: 10.1002/Esp.1636  0.323
2007 Juirnarongrit T, Kawamata Y, Blandon CA, Ashford SA, Restrepo JI, Yin P, Jaradat OA, Weismair M, Lai CG. Full-scale testing of piles in wharf-foundation-dike system Ports 2007: 30 Years of Sharing Ideas 1977-2007; Proceedings of the Eleventh Triennial International Conference. 110. DOI: 10.1061/40834(238)110  0.772
2006 Ashford SA, Kawamata Y. Performance of transportation systems during the 2004 Niigata Ken Chuetsu, Japan, earthquake Earthquake Spectra. 22. DOI: 10.1193/1.2172282  0.309
2006 Bozorgzadeh A, Ashford SA, Restrepo JI. Effect of backfill soil type on stiffness and ultimate capacity of bridge abutments: Large-scale tests 8th Us National Conference On Earthquake Engineering 2006. 1: 219-225. DOI: 10.1061/40975(318)168  0.725
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)  0.773
2006 Juirnarongrit T, Ashford SA. Soil-pile response to blast-induced lateral spreading. II: Analysis and assessment of the p-y method Journal of Geotechnical and Geoenvironmental Engineering. 132: 163-172. DOI: 10.1061/(Asce)1090-0241(2006)132:2(163)  0.819
2006 Ashford SA, Juirnarongrit T, Sugano T, Hamada M. Soil-pile response to blast-induced lateral spreading. I: Field test Journal of Geotechnical and Geoenvironmental Engineering. 132: 152-162. DOI: 10.1061/(Asce)1090-0241(2006)132:2(152)  0.828
2006 Bozorgzadeh A, Megally S, Restrepo JI, Ashford SA. Capacity evaluation of exterior sacrificial shear keys of bridge abutments Journal of Bridge Engineering. 11: 555-565. DOI: 10.1061/(Asce)1084-0702(2006)11:5(555)  0.678
2006 Ashford SA, Juirnarongrit T. Push-over analyses of piles in laterally spreading soil Real Structures: Bridges and Tall Buildings - Proceedings of the 10th East Asia-Pacific Conference On Structural Engineering and Construction, Easec 2010. 4: 387-394.  0.801
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.  0.329
2006 Gebman M, Ashford SA, Restrepo JI. Investigation of the axial load transfer mechanism within castin-steel-shell piles 8th Us National Conference On Earthquake Engineering 2006. 9: 5241-5249.  0.31
2006 Kawamata Y, Ashford SA, Juirnarongrit T. Numerical simulation of deep foundations subjected to lateral spreading for Tokachi blast test 8th Us National Conference On Earthquake Engineering 2006. 15: 8850-8859.  0.777
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  0.392
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)  0.783
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)  0.483
2004 Juirnarongrit T, Ashford SA. Lateral load behavior of cast-in-drilled-hole piles in weakly cemented sand Transportation Research Record. 190-198. DOI: 10.3141/1868-20  0.817
2004 Ashford SA, Juirnarongrit T. Closure to Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction by Scott A. Ashford and Terrawut Juirnarongrit Journal of Geotechnical and Geoenvironmental Engineering. 130: 982-982. DOI: 10.1061/(Asce)1090-0241(2004)130:9(982)  0.324
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)  0.414
2003 Ashford SA, Juirnarongrit T. Evaluation of pile diameter effect on initial modulus of subgrade reaction Journal of Geotechnical and Geoenvironmental Engineering. 129: 234-242. DOI: 10.1061/(Asce)1090-0241(2003)129:3(234)  0.792
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  0.767
2002 Gibson N, Filiatrault A, Ashford SA. Impulsive seismic response of bridge column-cap beam joints Aci Structural Journal. 99: 470-479. DOI: 10.14359/12116  0.308
2002 Ashford SA, Sitar N. Simplified method for evaluating seismic stability of steep slopes Journal of Geotechnical and Geoenvironmental Engineering. 128: 119-128. DOI: 10.1061/(Asce)1090-0241(2002)128:2(119)  0.471
2002 Ashford SA, Juirnarongrit T. Response of single piles and pipelines in liquefaction-induced lateral spreads using controlled blasting Earthquake Engineering and Engineering Vibration. 1: 181-193. DOI: 10.1007/S11803-002-0064-3  0.822
2001 Ashford SA, Jakrapiyanun W. Drivability of glass FRP composite piling Journal of Composites For Construction. 5: 58-60. DOI: 10.1061/(Asce)1090-0268(2001)5:1(58)  0.71
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  0.769
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  0.471
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  0.491
2000 Ashford SA, Visvanathan C, Husain N, Chomsurin C. Design and construction of engineered municipal solid waste landfills in Thailand Waste Management and Research. 18: 462-470. DOI: 10.1034/J.1399-3070.2000.00154.X  0.335
1999 Ashford SA, Jakrapiyanun W. Comparison of estimated and measured VS profile for Bangkok, Thailand Geotechnical Engineering. 30: 167-181.  0.738
1998 Ashford SA, Weaver TJ, Carreon RL. Seismic response of the pantabangan dam complex in the 1990 phillipine earthquake Geotechnical Special Publication. 962-973.  0.658
1995 Balasubramaniam AS, Bergado DT, Phien-Wei N, Hong SW, Ashford SA, Nutalaya P. Developments in deep foundations and ground improvement schemes. Proceedings of a symposium, Bangkok, 1996 Developments in Deep Foundations and Ground Improvement Schemes. Proceedings of a Symposium, Bangkok, 1996.  0.362
1970 Ashford SA, Sitai N. Seismic Coefficients For Steep Slopes Wit Transactions On the Built Environment. 15. DOI: 10.2495/Sd950491  0.326
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