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Problems experiences with the construction of cement and lime stabilized layers and working solutions for these problems

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dc.contributor.author Botha, PB
dc.contributor.author Semmelink, CJ
dc.contributor.author Raubenheimer, J
dc.date.accessioned 2008-01-22T08:26:29Z
dc.date.available 2008-01-22T08:26:29Z
dc.date.issued 2005-10
dc.identifier.citation Botha, PB, Semmelink, CJ, and Raubenheimer, J. Problems experienced with the construction of cement and lime stabilized layers and working solutions for these problems. TREMTI 2005: Treatment and Recycling of Materials for Transport Infrastructure. 2nd International Symposium, Paris, France, 24-26 October, 2005, pp. 1-10 en
dc.identifier.uri http://hdl.handle.net/10204/1879
dc.description.abstract Stabilized layers are used extensively in South-Africa in the construction of roads. The layers are usually stabilized with hydrated road lime, cement, slag, fly-ash, bitumen emulsion, foamed asphalt or a combination of several of these agents. In recent times, major problems were experienced with chemical stabilization in the Southern African Region, particularly when CEM I 42,5 cement was used. The standard laboratory design procedure worked in the laboratory but did not perform in the field. This was left contractually to the so called experienced Contractors to identify the cause of the problem and to present the Client/Consultant with working solutions. The paper deals with the cause of these problems, showing that they are generally material and not construction related, and how working solutions were found to overcome these problems. The main reason why these problems were generally not identified before during the design phase was because testing techniques presently used in soils laboratories do not simulate the conditions on site during and after construction. Furthermore, most of these tests only deal with the short term reactions, whilst in many cases these detrimental reactions continue well past the construction phase. This paper discusses the new testing protocol to identify the type of reaction that is taking place in the stabilized material and the experience gained. en
dc.language.iso en en
dc.subject Cement en
dc.subject Lime en
dc.subject Stabilisation en
dc.subject Rapid curing en
dc.subject Test protocols en
dc.subject Nelspruit airport en
dc.title Problems experiences with the construction of cement and lime stabilized layers and working solutions for these problems en
dc.type Conference Presentation en
dc.identifier.apacitation Botha, P., Semmelink, C., & Raubenheimer, J. (2005). Problems experiences with the construction of cement and lime stabilized layers and working solutions for these problems. http://hdl.handle.net/10204/1879 en_ZA
dc.identifier.chicagocitation Botha, PB, CJ Semmelink, and J Raubenheimer. "Problems experiences with the construction of cement and lime stabilized layers and working solutions for these problems." (2005): http://hdl.handle.net/10204/1879 en_ZA
dc.identifier.vancouvercitation Botha P, Semmelink C, Raubenheimer J, Problems experiences with the construction of cement and lime stabilized layers and working solutions for these problems; 2005. http://hdl.handle.net/10204/1879 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Botha, PB AU - Semmelink, CJ AU - Raubenheimer, J AB - Stabilized layers are used extensively in South-Africa in the construction of roads. The layers are usually stabilized with hydrated road lime, cement, slag, fly-ash, bitumen emulsion, foamed asphalt or a combination of several of these agents. In recent times, major problems were experienced with chemical stabilization in the Southern African Region, particularly when CEM I 42,5 cement was used. The standard laboratory design procedure worked in the laboratory but did not perform in the field. This was left contractually to the so called experienced Contractors to identify the cause of the problem and to present the Client/Consultant with working solutions. The paper deals with the cause of these problems, showing that they are generally material and not construction related, and how working solutions were found to overcome these problems. The main reason why these problems were generally not identified before during the design phase was because testing techniques presently used in soils laboratories do not simulate the conditions on site during and after construction. Furthermore, most of these tests only deal with the short term reactions, whilst in many cases these detrimental reactions continue well past the construction phase. This paper discusses the new testing protocol to identify the type of reaction that is taking place in the stabilized material and the experience gained. DA - 2005-10 DB - ResearchSpace DP - CSIR KW - Cement KW - Lime KW - Stabilisation KW - Rapid curing KW - Test protocols KW - Nelspruit airport LK - https://researchspace.csir.co.za PY - 2005 T1 - Problems experiences with the construction of cement and lime stabilized layers and working solutions for these problems TI - Problems experiences with the construction of cement and lime stabilized layers and working solutions for these problems UR - http://hdl.handle.net/10204/1879 ER - en_ZA


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