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- W653982910 abstract "The evaluation of different characteristics for pavement materials is an important step for design and performance of future condition. Due to the effect of repetitions of wheel loads, component layers of the pavement are stressed due to tension, and as a result, tensile crack is developed. Tensile stress may also be developed due to differential ground movement. The reason for differential ground movement is seasonal variation and temperature gradient. In this paper, for simulating the field conditions of lime and cement stabilized fly ash material, indirect tensile test or split tensile test is performed to assess the tension characteristics by applying a compressive load in a vertical diametrical plane. Graphical relation is also presented between split tensile strength and unconfined compressive strength because unconfined compressive strength is the most relevant parameter for pavement design. For both the tests, samples are cured for different time periods." @default.
- W653982910 created "2016-06-24" @default.
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- W653982910 date "2013-12-01" @default.
- W653982910 modified "2023-09-26" @default.
- W653982910 title "Split tensile strength test of lime and cement stabilized fly ash" @default.
- W653982910 hasPublicationYear "2013" @default.
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