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Design approach for granular emulsion mixes (GEMS)

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dc.contributor.author Grobler, JE
dc.contributor.author Rust, FC
dc.contributor.author Vos, RM
dc.date.accessioned 2007-11-26T15:42:32Z
dc.date.available 2007-11-26T15:42:32Z
dc.date.issued 1994-10
dc.identifier.citation Grobler, JE, Rust, FC and Vos, RM. 1994. Design approach for granular emulsion mixes (GEMS). 6th Conference on Asphalt Pavements for Southern Africa, Pretoria, South Africa, October 1994, pp 83-99 en
dc.identifier.isbn 1-874968-05-5
dc.identifier.uri http://hdl.handle.net/10204/1715
dc.description 1994: 6th Conference on Asphalt Pavements for Southern Africa en
dc.description.abstract Granular Emulsion Mixes (GEMS) are used in a wide range or road applications, ranging from low volume roads in developing areas to freeways in developing urban areas. In this paper a dual design approach for granular emulsion mixes (GEMS) is presented. An “asphalt” approach is used in the design of stabilised GEMS with residual binder contents of more than 1,5%, using design methods such as the Marshall mix design method. A “gravel” approach is used in the design of modified GEMS with residual binder contents of less than 1,5%, using test methods such as the California Bearing Ratio test method. The mix and structural design procedures for both approaches are discussed. The research was done on behalf of the Southern African Bitumen and Tar Association en
dc.language.iso en en
dc.subject GEMS en
dc.subject Granular emulsion mixes en
dc.subject Bitumen en
dc.subject Granular material en
dc.subject Emulsion-treaded bases en
dc.title Design approach for granular emulsion mixes (GEMS) en
dc.type Conference Presentation en
dc.identifier.apacitation Grobler, J., Rust, F., & Vos, R. (1994). Design approach for granular emulsion mixes (GEMS). http://hdl.handle.net/10204/1715 en_ZA
dc.identifier.chicagocitation Grobler, JE, FC Rust, and RM Vos. "Design approach for granular emulsion mixes (GEMS)." (1994): http://hdl.handle.net/10204/1715 en_ZA
dc.identifier.vancouvercitation Grobler J, Rust F, Vos R, Design approach for granular emulsion mixes (GEMS); 1994. http://hdl.handle.net/10204/1715 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Grobler, JE AU - Rust, FC AU - Vos, RM AB - Granular Emulsion Mixes (GEMS) are used in a wide range or road applications, ranging from low volume roads in developing areas to freeways in developing urban areas. In this paper a dual design approach for granular emulsion mixes (GEMS) is presented. An “asphalt” approach is used in the design of stabilised GEMS with residual binder contents of more than 1,5%, using design methods such as the Marshall mix design method. A “gravel” approach is used in the design of modified GEMS with residual binder contents of less than 1,5%, using test methods such as the California Bearing Ratio test method. The mix and structural design procedures for both approaches are discussed. The research was done on behalf of the Southern African Bitumen and Tar Association DA - 1994-10 DB - ResearchSpace DP - CSIR KW - GEMS KW - Granular emulsion mixes KW - Bitumen KW - Granular material KW - Emulsion-treaded bases LK - https://researchspace.csir.co.za PY - 1994 SM - 1-874968-05-5 T1 - Design approach for granular emulsion mixes (GEMS) TI - Design approach for granular emulsion mixes (GEMS) UR - http://hdl.handle.net/10204/1715 ER - en_ZA


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