Mohamed Ashour - Publications

Affiliations: 
Mechanical and Aerospace Engineering The University of Alabama in Huntsville, Huntsville, AL, United States 
Area:
Civil Engineering, Geotechnology, Geological Engineering

26 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
2013 Ardalan H, Ashour M. Application of the strain wedge model in soil-pile interaction analysis of pile-stabilized slopes Geotechnical Special Publication. 1951-1962.  1
2012 Ashour M, Ardalan H. P-y curve and lateral response of piles in fully liquefied sands Canadian Geotechnical Journal. 49: 633-650. DOI: 10.1139/T2012-019  1
2012 Ashour M, Ardalan H. Analysis of pile stabilized slopes based on soil-pile interaction Computers and Geotechnics. 39: 85-97. DOI: 10.1016/j.compgeo.2011.09.001  1
2012 Ashour M, Helal A. Side shear resistance of axially loaded piles in liquefiable sands Proceedings of the 44th Symposium On Engineering Geology and Geotechnical Engineering 1
2011 Ashour M, Ardalan H. Employment of the P-multiplier in pile-group analysis Journal of Bridge Engineering. 16: 612-623. DOI: 10.1061/(ASCE)BE.1943-5592.0000196  1
2011 Ashour M, Ardalan H. Piles in fully liquefied soils with lateral spread Computers and Geotechnics. 38: 821-833. DOI: 10.1016/j.compgeo.2011.05.001  1
2010 Fernandez S, Pando M, Ashour M. Case study of the influence of flexural stiffness on the developed soil reactions of three laterally loaded piles Geotechnical Special Publication. 1543-1552. DOI: 10.1061/41095(365)156  1
2009 Ashour M, Norris G, Nguyen T. Assessment of the undrained response of sands under limited and complete liquefaction Journal of Geotechnical and Geoenvironmental Engineering. 135: 1772-1776. DOI: 10.1061/(ASCE)GT.1943-5606.0000114  1
2006 Ashour M, Norris G. Discussion of "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)  1
2006 Ashour M, Norris G. Discussion of "Lateral resistance of a full-scale pile group in liquefied sand" by Kyle M. Rollins, Travis M. Gerber, J. Dusty Lane, and Scott A. Ashford Journal of Geotechnical and Geoenvironmental Engineering. 132: 1240. DOI: 10.1061/(ASCE)1090-0241(2006)132:9(1240)  1
2006 Ashour M, Norris G. Discussion of "Response of 0.6 m cast-in-steel-shell pile in liquefied soil under lateral loading" by Thomas J. Weaver, Scott A. Ashford, and Kyle M. Rollins Journal of Geotechnical and Geoenvironmental Engineering. 132: 1238. DOI: 10.1061/(ASCE)1090-0241(2006)132:9(1238)  1
2006 Ashour M, Norris G, Singh JP. Lateral response of isolated piles in liquefied soil with lateral soil spreading 40th Symposium On Engineering Geology and Geotechnical Engineering 2006. 255-267.  1
2006 Ashour M, Norris G, Elfass S. Strain wedge model analysis as a means of overcoming limitations of the traditional p-y curve approach 40th Symposium On Engineering Geology and Geotechnical Engineering 2006. 288-296.  1
2005 Shamsabadi A, Ashour M, Norris G. Bridge abutment nonlinear force-displacement-capacity prediction for seismic design Journal of Geotechnical and Geoenvironmental Engineering. 131: 151-161. DOI: 10.1061/(ASCE)1090-0241(2005)131:2(151)  1
2004 Ashour M, Pilling P, Norris G. Lateral behavior of pile groups in layered soils Journal of Geotechnical and Geoenvironmental Engineering. 130: 580-592. DOI: 10.1061/(ASCE)1090-0241(2004)130:6(580)  1
2004 Ashour M, Norris G. Strain wedge model for piles/shafts in liquefied soil Geotechnical Special Publication. 1161-1173.  1
2004 Ashour M, Norris G, Pilling P. Laterally loaded isolated piles, drilled shafts and pile groups using the strain wedge model Geotechnical Special Publication. 800-815.  1
2003 Ashour M, Norris G. Lateral loaded pile response in liquefiable soil Journal of Geotechnical and Geoenvironmental Engineering. 129: 404-414. DOI: 10.1061/(ASCE)1090-0241(2003)129:6(404)  1
2003 Ashour M, Norris G, Singh JP. Strain Wedge Model for Prediction of Lateral Response of Large Diameter Shafts/Piles in Liquefied and As-Is Conditions Proceedings of the International Offshore and Polar Engineering Conference. 1069-1076.  1
2002 Ashour M, Norris G, Pilling P. Strain wedge model capability of analyzing behavior of laterally loaded isolated piles, drilled shafts, and pile groups Journal of Bridge Engineering. 7: 245-254. DOI: 10.1061/(ASCE)1084-0702(2002)7:4(245)  1
2001 Pilling P, Ashour M, Norris G. Strain wedge model hybrid analysis of laterally loaded pile group Transportation Research Record. 115-121.  1
1999 Ashour M, Norris G. Liquefaction and undrained response evaluation of sands from drained formulation Journal of Geotechnical and Geoenvironmental Engineering. 125: 649-658. DOI: 10.1061/(ASCE)1090-0241(1999)125:8(649)  1
1998 Ashour M, Norris G. Undrained laterally loaded pile response in sand Geotechnical Special Publication. 1356-1367.  1
1998 Ashour M, Norris G. Formulation of undrained behavior of saturated sands from drained rebounded response Geotechnical Special Publication. 361-372.  1
1998 Ashour M, Norris G, Pilling P. Lateral loading of a pile in layered soil using the strain wedge model Journal of Geotechnical and Geoenvironmental Engineering. 124: 303-314.  1
1997 Norris G, Madhu R, Ashour M, Valceschini R. Peak undrained resistance of loose sands Transportation Research Record. 65-76.  1
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