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Showing 1 to 4 of 4 for “"lime-fly ash"”.

  1. Evaluation of Laboratory Durability Tests for Stabilized Subgrade Soils

    … while the four stabilizer types included Class C fly ash, lime-fly ash, lime, and Type I/II portland cement. The three tests used in this comparative study were the freeze-thaw test, the vacuum saturation test, and the tube suction test. On average, to achieve the same 7-day unconfined compressive …

    byu Repository record for Evaluation of Laboratory Durability Tests for Stabilized Subgrade Soils (opens in a new tab)

  2. Stabilization agent selection guide and comparative study for full depth reclaimed pavement stabilization media case study: Portland cement and emulsified asphalt.

    … cement, emulsified asphalt, foamed asphalt, lime, fly ash. However, the subject of choosing the right stabilizing medium for FDR rehabilitation remains one governed by empirical understanding of the rehabilitation process. This paper research FDR practices and aims to develop a suitable guide …

    utc Repository record for Stabilization agent selection guide and comparative study for full depth reclaimed pavement stabilization media case study: Portland cement and emulsified asphalt. (opens in a new tab)

  3. Evaluation of Laboratory Durability Tests for Stabilized Aggregate Base Materials

    … obtained from Interstate 84 (I-84) and a crushed limestone obtained from U.S. Highway 91 (US-91), while the three stabilizer types included Class C fly ash, lime-fly ash, and Type I/II Portland cement. Specimens were tested for durability using the freeze-thaw test, the vacuum saturation test, and …

    byu Repository record for Evaluation of Laboratory Durability Tests for Stabilized Aggregate Base Materials (opens in a new tab)

  4. Durabilidade e módulo de elasticidade de misturas areia - cal - cinza volante

    … strength of a sandy soil stabilized with lime and fly ash, and also, with the cement addition and replacing part of sand with crushed stone. The selected soil was a coastal dune sand, cohesionless and with uniform gradation, in order to enhance the cementitious pozzolanic action of lime

    brazil-uerj Repository record for Durabilidade e módulo de elasticidade de misturas areia - cal - cinza volante (opens in a new tab)