G MS THESIS_final version_Maxim Prokudin.pdf - Digital Repository ...
G MS THESIS_final version_Maxim Prokudin.pdf - Digital Repository ...
G MS THESIS_final version_Maxim Prokudin.pdf - Digital Repository ...
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xiiLIST OF EQUATIONSEquation 1: Ultimate bearing capacity due to bulging...................................................................13Equation 2: Limiting radial stress ..................................................................................................14Equation 3: Limiting radial stress (simplified) ..............................................................................14Equation 4: Effective stress ...........................................................................................................14Equation 5: Ultimate bearing capacity due to plunging.................................................................14Equation 6: Bearing capacity due to shaft friction.........................................................................15Equation 7: Average unit friction ..................................................................................................15Equation 8: Bearing capacity due to tip resistance ........................................................................15Equation 9: Bearing capacity on the unreinforced matrix soil for circular footings .....................16Equation 10: Total ultimate load on a footing ...............................................................................16Equation 11: Load resistance provided by the piers ......................................................................16Equation 12: Load resistance provided by the matrix soil .............................................................17Equation 13: Stress imposed on piers ............................................................................................17Equation 14: Stress imposed on matrix soil ...................................................................................17Equation 15: Group efficiency .......................................................................................................17Equation 16: Group efficiency .......................................................................................................17Equation 17: CBR and DCPI correlation .......................................................................................49Equation 18: Stiffness modulus ...................................................................................................107Equation 19: Top of the pier tell-tale deflection ratio ..................................................................107Equation 20: Stiffness ratio for cone and truncated cone compacted aggregate piers .................136Equation 21: Stiffness ratio for pier supported versus unreinforced footing ...............................140