عبدالله ابراهيم محمد المهيدب

  

Chapter in a Book:

Chapter 19 "Swelling behavior of expansive shale: A case study from Saudi Arabia" in Book EXPANSIVE SOILS: RECENT ADVANCES IN CHARACTERIZATION AND TREATMENT, Edited by Al-Rawas, A.A. and  Goosen, M. A., 2006.

  

Journal Publications 

• Al-Mhaidib, A. I. (2006), "Influence of Shearing Rate on Interfacial Friction between Sand and Steel", Engineering Journal of University of Qatar, Volume 19, pp.35-50.

                  

• Al-Mhaidib, A. I. (2006) " Experimental Investigation of the Behavior of Pile Groups in Sand under Different Loading Rates", Geotechnical and Geological Engineering, Volume 24, pp. 889-902.

                 

• Al-Mhaidib, A. I. (2005) "Loading  Rate Effects on Pile Groups in Clay", Electronic Journal of Geotechnical Engineering (EJGE), Vol. 10, Bundle (E), EJGE paper 2005-0583, World Wide Web of Geotechnical Engineers, USA.

                  

• Al-Mhaidib, A. I. (2001) "Loading Rate Effect on Piles in Clay from Laboratory Model Tests" Journal of King Saud University (Engineering Sciences), Vol. 13, No. 1, pp. 39-55.

                  

•  Al-Mhaidib, A. I. (2000) "An Experimental Study on the Influence of Rate of Loading on the Axial Capacity of Steel Piles in Sand" Emirates Journal for Engineering Research, Vol. 5, No. 1, pp. 10-16.

                   

• Al-Mhaidib, A. I. and Edil, T.B. (1999) "Effect of Pile Installation Method on Uplift Capacity of Piles in Sand , Journal of King AbdulAziz University (Engineering Sciences), Special Issue: Selected Papers from the Fourth Saudi Engineering Conference, pp. 73-79.

                    

• Al-Mhaidib, A. I. and Al-Shamrani, M.A. (1999), " Effect of Loading Conditions on Expansion of Lime-Treated Expansive Soil Containing Sulfates", Civil Engineering Research Magazine, Al-Azhar University, Vol. 21, No. 2 ,  pp. 449-462.

                    

•  Al-Shamrani, M.A. and Al-Mhaidib, A. I. (1999) "Prediction of Potential Vertical Swell of Expansive Soils Using a Triaxial Stress Path Cell", Quarterly Journal of Engineering Geology, Vol. 32, pp. 45-54.

                 

• Al-Mhaidib, A. I. and Edil, T.B. (1998) " Model Tests for Uplift Resistance of Piles in Sand", Geotechnical Testing Journal  (ASTM), Vol. 21, No. 3, pp. 213-221.

           

• Al-Mhaidib, A. I. (1998), " Swelling Behaviour of Expansive Shales from the Middle Region of Saudi Arabia", Geotechnical and Geological Engineering, Vol. 16, No. 4, pp. 291-307.

                 

• Al-Mhaidib, A. I. and Al-Shamrani, M.A. (1996), "Swelling Characteristics of Lime-Treated Expansive Soils", Geotechnical Engineering, Journal of Southeast Asian Geotechnical Society, Vol. 27, No. 2, pp. 37-53.

                 

 

 Conference Publications

•   Al-Mhaidib, A. I. (2008)" Mathematical Model to Predict Swelling of Expansive Soil ", proceedings of the 12^th  International Conference of International Association  for  Computer Methods and Advances in geomechanics (12IACMAG),Goa, India, pp. 336-343.

 

• Al-Mhaidib, A. I. (2007)" Efficiency of Pile Groups in Clay under Different Loading Rates ", proceedings of the Seventeenth International Offshore and Polar Engineering Conference (ISOPE-2007) , Lisbon, Portugal.

                   

• Al-Mhaidib, A. I. (2006) "Influence of Loading Rate on Axial Capacity of Pile Groups in Clay from Laboratory Model Tests" Proceedings of the 10^th Arab Structural Engineering Conference, Kuwait, Vol. I, pp. 611-620.

                  

• Al-Mhaidib, A. I. (2005)" Shearing Rate Effect on Interfacial Friction Betweeen Sand and Steel", proceedings of the Fifteenth International Offshore and Polar Engineering Conference (ISOPE-2005) , Seoul, Korea, Vol. II, pp. 633-640.

                 

• Al-Mhaidib, A. I. (2004), "Effect of Loading Rate on Pile Groups in Sand", proceedings of the International Conference on Geotechnical Engineering (ICGE-2004) , Sharjah, United Arab Emirates, pp. 62-67.

                

• Al-Mhaidib, A. I. (2001), "Effect of Rate of Loading on Uplift Capacity of a Model Pile in Clay", proceedings of the 11^th International Offshore and Polar Engineering Conference (ISOPE-2001) , Stavanger, Norway, Vol. 2, pp. 656-661.

                   

• Al-Mhaidib, A. I. and Al-Shamrani, M.A. (2000) "Lime Treatment of Expansive Soils Containing Sulfates", Proceedings of 3^rd International Conference on Ground Improvement Techniques, Singapore, 25-26 September 2000.

                   

• Al-Shamrani, M.A. and Al-Mhaidib, A. I. (2000) "Vertical Swelling of Expansive Soils Under Fully and Partially Restraint Conditions ", Unsaturated Soils for Asia, Proceedings of the Asian Conference on Unsaturated Soils UNSAT-ASIA 2000, Ed. by  H. Rahardjo, D. G. Toll & E. C. Leong, Singapore, pp. 627-632.

                    

• Al-Mhaidib, A. I. and Al-Shamrani, M.A. (2000), " Influence of Swell on Shear Strength of Expansive Soils" , GeoEng2000 Conference, Melbourne, Australia.

                   

• Al-Shamrani, M.A. and Al-Mhaidib, A. I. (1999) "Comparison of Vertical and Volumetric Swells of Compacted Expansive Soils ", proceedings of the Fifth Saudi Engineering Conference, Makkah, Saudi Arabia, Vol. 3, pp. 239-248.

                 

• Al-Mhaidib, A. I. (1999), "Bearing Capacity of A Model Pile in Sand under Different Loading Rates", proceedings of the Ninth International Offshore and Polar Engineering Conference (ISOPE-99) , Brest, France, Vol. 1, pp. 724-730.

                   

• Al-Mhaidib, A. I. (1998), "Prediction of Swelling Potential of an Expansive Shale", proceedings of the Second International Conference on Unsaturated Soils (UNSAT '98) , Beijing, China, pp. 315-320.

                  

• Al-Mhaidib, A. I. (1997) "Influence of Loading  Rate on Undrained Bearing Capacity of a Model Pile in Clay" proceedings of the Fourth Regional Conference on Geotechnical Engineering (GEOTROPIKA '97) , Johor Bahru, Malaysia, pp. 357-370.

                   

• Al-Shamrani, M.A. and Al-Mhaidib, A. I. (1995), "Multi-Dimensional Swell Behavior of Expansive Shales" proceedings of the Eleventh African Regional Conference on Soil Mechanics and Foundation Engineering, Cairo, Egypt, pp. 161-174.

                  

• Al-Mhaidib, A. I. and Edil, T.B. (1995) "Effect of Pile Installation Method on Uplift Capacity of Piles in Sand" proceedings of the Fourth Saudi Engineering Conference, Jeddah, Saudi Arabia, Vol. II, pp. 353-360.

                   

• Edil, T.B. and  Al-Mhaidib, A. I. (1995) " Direct Measurement of Shaft Resistance Distribution" proceedings of the 70 Years of Soil Mechanics, International Symposium, Istanbul, Turkey, pp. 119-139.

                  

• Al-Mhaidib, A. I. and Edil, T.B. (1994) "Effect of Pile-End on Uplift Capacity of Pipe Piles in Sand" proceedings of the First Regional Conference of the American Society of Civil Engineers-Saudi Arabia Section, Manama, Bahrain, pp. 395-407.