Reliability-Based Design of Shallow Foundations on Jointed Rock Masses using RQD and the Uniaxial Compressive Strength of Intact Rock

Faculty Engineering Year: 2013
Type of Publication: ZU Hosted Pages:
Authors:
Ahmed Abdallah Abdallah Abu El-Ela
Journal: ِAmerican Rock Mechanics (ARMA) University of Missouri Volume:
Keywords : Reliability-Based Design , Shallow Foundations , Jointed Rock    
Abstract:
In many cases, uniaxial compressive strength (UCS) for intact rock and rock quality designation (RQD) are the only information available for describing rock strength and discontinuities respectively; consequently, the design bearing capaci
    
     
 
       

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