RELATED PAPERS

• Ashour, M., Allaa Eldin, A., and Arab, M. (2019) “Laterally Loaded Battered Piles in Sandy Soils.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, ISSN 1090-0241. – READ

• Ashour, M., Ibrahiem, A., and Boskovic, S. (2019) “Pile Cap Interaction with Bridge Foundations under Lateral Loads.” Journal of Bridge Engineering, ASCE, 24(6). – READ

• Ashour, M., and Helal, A. (2017) “Pre-Liquefaction and Post-Liquefaction Responses of Axially Loaded Piles in Sands.” International Journal of Geomechanics, ASCE, 17(9): 04017073. – READ

• Ashour, M., and Helal, A. (2014) “Contribution of Vertical Skin Friction to the Lateral Resistance of Large Diameter Shafts” Journal of Bridge Engineering, ASCE, Vol. 19, No. 2, pp. 289–302. – READ

• Ashour, M., and Ardalan, H. (2012). “P-y Curve and Lateral Response of Piles in Fully Liquefied Sands.” Canadian Geotechnical Journal, Vol. 49, pp. 633-650. – READ

• Ashour, M., and Ardalan, H. (2011) “Piles in Fully Liquefied Soils with Lateral Spread.” Journal of Computers and Geotechnics, ELSEVIER, Vol. 38, No. 5, pp. 821-833. – READ

• Ashour, M., and Ardalan, H. (2011) “The Employment of the P-multiplier in Pile Group Analysis.” Journal of Bridge Engineering, ASCE, Vol. 16, No. 5, pp. 612-623. – READ

• Ashour, M., Norris, G. M., Al-Hamdan, A., and Elfass, S. (2010). “Mobilized Side and Tip Resistances of Piles in Clay.” Journal of Computers and Geotechnics, ELSEVIER, Vol. 37, No. 8, pp. 858-866. – READ

• Ashour, M., Norris, G. M., and Tung Nguyen (2009). “Assessment of the Undrained Response of Sands under Limited and Complete Liquefaction.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 135, No. 11, pp. 1772-1776. – READ

• Ashour, M., Pilling, P., and Norris, G. M. (2004). “Lateral Behavior of Pile Group in Layered Soils.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 130, No. 6, pp. 580-592. – READ

• Ashour, M., and Norris, G. M. (2003). “Lateral Load Pile Response in liquefied Soil.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 129, No. 5, pp. 404-414. – READ

• Ashour, M., Pilling, P. and Norris, G. M. (2002). “Strain Wedge Model Capability of Analyzing the Behavior of Laterally Loaded Piles, Drilled Shafts, and Pile Groups.” Journal of Bridge Engineering, ASCE, Vol. 7, No. 4, pp. 245-254. – READ

• Ashour, M., and Norris, G. M. (2000). “Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 126, No. 5, pp. 420-428. – READ

• Ashour, M., and Norris, G. M. (1999). “Liquefaction and Undrained Response Evaluation of Sands from Drained Formulation.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 8, pp. 649-658. – READ

• Ashour, M., Norris, G. M., and Pilling, P. (1998). “Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model.” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 4, pp. 303-315. – READ