IMPROVEMENT OF BEARING CAPACITY OF STRIP FOOTING ON GEOGRID REINFORCED SOFT CLAY

Faculty Engineering Year: 2018
Type of Publication: ZU Hosted Pages: 13
Authors:
Journal: Jokull Journal Jokull Journal Volume: Vol 68,
Keywords : IMPROVEMENT , BEARING CAPACITY , STRIP FOOTING ON GEOGRID    
Abstract:
Soft clay is one of the difficult soils and structures constructed on these soils are well thought-out to be at hazard due to their low shear strength and high compressibility. Therefore, manufacture on soft clay requires soil improvement
   
     
 
       

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Department Related Publications

  • Elsayed saad Abdelsalam Salman, "A. Elshihy, S. Abdel Salam, A. Gehad, ”ANALYSES OF CONTINUOUS STRIP FOOTING WITH A LOSS OF SUPPORT”, Proceedings of 2 nd - Conf. on Civil Engg., Military Tecl. College, Cairo, 1994.", Proceedings of 2 nd - Conf. on Civil Engg., Military Tecl. College, Cairo,, 1994 More
  • Elsayed saad Abdelsalam Salman, "S. Abdel Salam, “REINFORCED CONCRETE DOUBLE SHORT CANTILEVER: FINITE ELEMENT ANALYSIS”, Proceeding of 1st Egyptian Structural Engineering Conf. Cairo Univ., 22-25 April, 1985.", Proceeding of 1st Egyptian Structural Engineering Conf. Cairo Univ., 1985 More
  • Elsayed saad Abdelsalam Salman, "S. Abdel Salam, “A REINFORCED CONCRETE DOUBLE CORBLE : FINITE ELEMENT ANALYSIS ”, Proceedings of Second Arab Conf. on Structural Eng., Faculty of Engineering & Technology, Jordan Univ., 19-22 April, 1987, Amman.", Proceedings of Second Arab Conf. on Structural Eng., Faculty of Engineering & Technology, Jordan Univ., Amman., 1987 More
  • Mohammed Reda Ali Elewa, "Numerical Modeling of Time-Displacement Response of RC Slab Subjected to Impact Loading", IOSR Journals, 2019 More
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