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Characterization of pavement distress from test pit observation

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dc.contributor.author Mgangira, Martin B
dc.date.accessioned 2009-10-12T12:22:20Z
dc.date.available 2009-10-12T12:22:20Z
dc.date.issued 2009-08
dc.identifier.citation Mgangira, M.B. 2009. Characterization of pavement distress from test pit observation. GeoHunan: Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics International Conference, Hunan, China, 3-6 August 2009, pp 1-7 en
dc.identifier.isbn 978-0-7844-1043-1
dc.identifier.uri http://hdl.handle.net/10204/3653
dc.description GeoHunan: Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics International Conference, Hunan, China, 3-6 August 2009 en
dc.description.abstract The characteristics of the roadbed material are critical to the overall performance of the pavement. The paper presents examples with discussion of the form of distress experienced within the pavement layers, based on observations made during the profiling exercise of an investigation into the causes of the premature failure of a pavement. The field investigation entailed a detailed inspection and recording of the profile exposed in test pits, with particular attention being paid to areas with cracks, noting their positions and extent within the pavement layers. The focus of the paper is on the observed orientation of crack propagation within the pavement layers. It is shown that the crack propagation is not always in the vertical plane. This has implications in dealing with crack sealing procedures. The causes of the observed distress were attributed to the behaviour of the roadbed as it experienced fluctuating moisture conditions. en
dc.language.iso en en
dc.subject Road material en
dc.subject Pavement distress en
dc.subject Pavement layers en
dc.subject In-situ pavement materials en
dc.subject Crack propagation en
dc.subject Roadbed en
dc.subject GeoHunan en
dc.subject Pavement technologies en
dc.subject Test pits en
dc.title Characterization of pavement distress from test pit observation en
dc.type Conference Presentation en
dc.identifier.apacitation Mgangira, M. B. (2009). Characterization of pavement distress from test pit observation. http://hdl.handle.net/10204/3653 en_ZA
dc.identifier.chicagocitation Mgangira, Martin B. "Characterization of pavement distress from test pit observation." (2009): http://hdl.handle.net/10204/3653 en_ZA
dc.identifier.vancouvercitation Mgangira MB, Characterization of pavement distress from test pit observation; 2009. http://hdl.handle.net/10204/3653 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Mgangira, Martin B AB - The characteristics of the roadbed material are critical to the overall performance of the pavement. The paper presents examples with discussion of the form of distress experienced within the pavement layers, based on observations made during the profiling exercise of an investigation into the causes of the premature failure of a pavement. The field investigation entailed a detailed inspection and recording of the profile exposed in test pits, with particular attention being paid to areas with cracks, noting their positions and extent within the pavement layers. The focus of the paper is on the observed orientation of crack propagation within the pavement layers. It is shown that the crack propagation is not always in the vertical plane. This has implications in dealing with crack sealing procedures. The causes of the observed distress were attributed to the behaviour of the roadbed as it experienced fluctuating moisture conditions. DA - 2009-08 DB - ResearchSpace DP - CSIR KW - Road material KW - Pavement distress KW - Pavement layers KW - In-situ pavement materials KW - Crack propagation KW - Roadbed KW - GeoHunan KW - Pavement technologies KW - Test pits LK - https://researchspace.csir.co.za PY - 2009 SM - 978-0-7844-1043-1 T1 - Characterization of pavement distress from test pit observation TI - Characterization of pavement distress from test pit observation UR - http://hdl.handle.net/10204/3653 ER - en_ZA


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