Design and development of a device (sensors system) to Study the effect of operational defects, which include 15% or less of the cross-section of the concrete bore pile on the resistance to lateral and axial loads


Abstract in English

In this paper the design and development of a device (sensors system) to study the effect of operational flaws of dowel Albetona engraved: In order to find the appropriate resistance R factors for the to concrete bored pile executive defects, which include 15% or less than the cross section of the to concrete bored pile by conducting tests on miniature models of the pegs under the influence of horizontal and vertical loads.

References used

Sami W. Tabsha, Michael W. O’Neill, Moon S. Nam,( 2005). "Shear strength of drilled shafts with minor" Engineering Structures,Vol. 27, PP. 736–74
M. O’Neill, S.W. Tabsh, H. Sarhan, (2002). "Response of drilled shafts with minor flaws to axial and lateral loads",Engineering Structures Vol. 25,PP. 47-56
H. A. Sarhan, and M. W. O'Neill , (2005). "Resistance Factors for Drilled Shafts with Minor Defects",Department of Civil and Environmental Engineering University of Houston

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