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Field evaluation and computer simulation of undoweled transverse joints in rigid pavements

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dc.contributor.author Balmaceda, P
dc.contributor.author De Beer, Morris
dc.date.accessioned 2019-02-13T07:55:58Z
dc.date.available 2019-02-13T07:55:58Z
dc.date.issued 1992
dc.identifier.citation Balmaceda, P. and De Beer, M. 1992. Field evaluation and computer simulation of undoweled transverse joints in rigid pavements. 12th Annual Transportation Convention, 1992, University of Pretoria, Pretoria en_US
dc.identifier.uri http://hdl.handle.net/10204/10705
dc.description Paper delivered during the 12th Annual Transportation Convention, 1992, University of Pretoria, Pretoria en_US
dc.description.abstract A methodology for evaluating the condition of jointed portland cement concrete pavements (JCP) by non-destructive deflection testing was recently applied on the National Route 4 (N4) between Middelburg and Witbank. A set of two calibrated Multidepth Deflectometers (MDD) measured traffic-associated vertical absolute deflections at both sides of a transverse joint. A piezo-electric film trip triggered the data accumulation process. Joint efficiencies were then calculated from absolute deflections measured by both MDDs. Joint efficiency is one of the inputs of theoretical-mechanistic models for the calculation of stresses and deflections in the pavement structure. In this paper, charts developed from the ILLI-SLAB progam code illustrate how stresses in concrete pavements vary for different joint efficiencies and moduli of subgrade reaction. en_US
dc.language.iso en en_US
dc.relation.ispartofseries TOdB Old;134582
dc.subject Jointed portland cement concrete pavements en_US
dc.subject JCP en_US
dc.subject Multidepth Deflectometers en_US
dc.subject MDD en_US
dc.subject Joint efficiency en_US
dc.title Field evaluation and computer simulation of undoweled transverse joints in rigid pavements en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Balmaceda, P., & De Beer, M. (1992). Field evaluation and computer simulation of undoweled transverse joints in rigid pavements. http://hdl.handle.net/10204/10705 en_ZA
dc.identifier.chicagocitation Balmaceda, P, and Morris De Beer. "Field evaluation and computer simulation of undoweled transverse joints in rigid pavements." (1992): http://hdl.handle.net/10204/10705 en_ZA
dc.identifier.vancouvercitation Balmaceda P, De Beer M, Field evaluation and computer simulation of undoweled transverse joints in rigid pavements; 1992. http://hdl.handle.net/10204/10705 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Balmaceda, P AU - De Beer, Morris AB - A methodology for evaluating the condition of jointed portland cement concrete pavements (JCP) by non-destructive deflection testing was recently applied on the National Route 4 (N4) between Middelburg and Witbank. A set of two calibrated Multidepth Deflectometers (MDD) measured traffic-associated vertical absolute deflections at both sides of a transverse joint. A piezo-electric film trip triggered the data accumulation process. Joint efficiencies were then calculated from absolute deflections measured by both MDDs. Joint efficiency is one of the inputs of theoretical-mechanistic models for the calculation of stresses and deflections in the pavement structure. In this paper, charts developed from the ILLI-SLAB progam code illustrate how stresses in concrete pavements vary for different joint efficiencies and moduli of subgrade reaction. DA - 1992 DB - ResearchSpace DP - CSIR KW - Jointed portland cement concrete pavements KW - JCP KW - Multidepth Deflectometers KW - MDD KW - Joint efficiency LK - https://researchspace.csir.co.za PY - 1992 T1 - Field evaluation and computer simulation of undoweled transverse joints in rigid pavements TI - Field evaluation and computer simulation of undoweled transverse joints in rigid pavements UR - http://hdl.handle.net/10204/10705 ER - en_ZA


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