Segui
Scott Ashford
Scott Ashford
Email verificata su oregonstate.edu - Home page
Titolo
Citata da
Citata da
Anno
Topographic effects on the seismic response of steep slopes
SA Ashford, N Sitar, J Lysmer, N Deng
Bulletin of the seismological society of America 87 (3), 701-709, 1997
4371997
Analysis of topographic amplification of inclined shear waves in a steep coastal bluff
SA Ashford, N Sitar
Bulletin of the seismological society of America 87 (3), 692-700, 1997
2371997
Lateral resistance of a full-scale pile group in liquefied sand
KM Rollins, TM Gerber, JD Lane, SA Ashford
Journal of Geotechnical and Geoenvironmental Engineering 131 (1), 115-125, 2005
2322005
Application of airborne LIDAR for seacliff volumetric change and beach-sediment budget contributions
AP Young, SA Ashford
Journal of Coastal Research 22 (2), 307-318, 2006
1992006
Geotechnical reconnaissance of the 2010 Darfield (New Zealand) earthquake
M Cubrinovski, R Green, J Allen, S Ashford, E Bowman, B Bradley, B Cox, ...
University of Canterbury. Civil and Natural Resources Engineering, 2010
1912010
Blast-induced liquefaction for full-scale foundation testing
SA Ashford, KM Rollins, JD Lane
Journal of Geotechnical and Geoenvironmental Engineering 130 (8), 798-806, 2004
1452004
Preliminary report on the principal geotechnical aspects of the January 17, 1994 Northridge earthquake
JP Stewart, SA Ashford
Earthquake Engineering Research Center, University of California, 1994
1281994
Evaluation of pile diameter effect on initial modulus of subgrade reaction
SA Ashford, T Juirnarongrit
Journal of Geotechnical and Geoenvironmental Engineering 129 (3), 234-242, 2003
1242003
Soil–pile response to blast-induced lateral spreading. I: field test
SA Ashford, T Juirnarongrit, T Sugano, M Hamada
Journal of Geotechnical and Geoenvironmental Engineering 132 (2), 152-162, 2006
1192006
Capacity evaluation of exterior sacrificial shear keys of bridge abutments
A Bozorgzadeh, S Megally, JI Restrepo, SA Ashford
Journal of Bridge Engineering 11 (5), 555-565, 2006
1092006
Terrestrial laser scanning of extended cliff sections in dynamic environments: Parameter analysis
MJ Olsen, E Johnstone, N Driscoll, SA Ashford, F Kuester
Journal of Surveying Engineering 135 (4), 161-169, 2009
1062009
Numerical study of shear stress distribution for discrete columns in liquefiable soils
D Rayamajhi, TV Nguyen, SA Ashford, RW Boulanger, J Lu, A Elgamal, ...
Journal of Geotechnical and Geoenvironmental Engineering 140 (3), 04013034, 2014
852014
New automated point-cloud alignment for ground-based light detection and ranging data of long coastal sections
MJ Olsen, E Johnstone, F Kuester, N Driscoll, SA Ashford
Journal of Surveying Engineering 137 (1), 14-25, 2011
802011
Recommended design practice for pile foundations in laterally spreading ground
SA Ashford, RW Boulanger, SJ Brandenberg
Pacific Earthquake Engineering Research Center, 2011
762011
Simplified method for evaluating seismic stability of steep slopes
SA Ashford, N Sitar
Journal of geotechnical and geoenvironmental engineering 128 (2), 119-128, 2002
742002
Liquefaction mitigation using stone columns around deep foundations: Full-scale test results
SA Ashford, KM Rollins, S Case Bradford V, TJ Weaver, JI Baez
Transportation research record 1736 (1), 110-118, 2000
742000
Instability investigation of cantilevered seacliffs
AP Young, SA Ashford
Earth Surface Processes and Landforms: The Journal of the British …, 2008
702008
Liquefaction at strong motion stations and in Urayasu City during the 2011 Tohoku-Oki earthquake
BR Cox, RW Boulanger, K Tokimatsu, CM Wood, A Abe, S Ashford, ...
Earthquake Spectra 29 (1_suppl), 55-80, 2013
672013
Amplification of earthquake ground motions in Bangkok
SA Ashford, W Jakrapiyanun, P Lukkunaprasit
Proceedings of the 12th world conference on earthquake engineering, Auckland …, 2000
672000
Soil-Pile Response to Blast-Induced Lateral Spreading. II: Analysis and Assessment of the Method
T Juirnarongrit, SA Ashford
Journal of Geotechnical and Geoenvironmental Engineering 132 (2), 163-172, 2006
652006
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
Articoli 1–20