4.7 Article

Mechanical properties of vertical vibration compacted lime-fly ash-stabilized macadam material

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 251, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.119089

关键词

Pavement engineering; Lime-fly ash-stabilized macadam; Vertical vibration compaction method; Mechanical property; Strength growth equation; Strength relation model

资金

  1. Science and Technology Project of the Zhejiang Provincial Department of Transportation [2015 J20]
  2. National Natural Science Foundation of China (NSFC) [51408044]
  3. Scientific Research of Central Colleges of China for the Chang'an University [300102218212]

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This paper studies the mechanical properties of the lime-fly ash-stabilized macadam (LFASM) fabricated via the vertical vibration compaction method (VVCM). First, the reliability of VVCM with respect to the production of LFASMs was evaluated, and their mechanical properties, including unconfined compressive strengths, splitting strengths, and resilient moduli, were studied. Then, the influences of the lime-fly ash (LFA) content, curing time, and gradation type on the mechanical properties of the LFASMs fabricated via the VVCM were discussed. Furthermore, mechanical strength growth equations and relation models were established among the mechanical indexes of the VVCM-fabricated LFASMs. Results reveal that the ratios of the mechanical strength between the laboratory-VVCM-fabricated LFASMs and on-site cores were above 90%. With an increase in LFA contents, the unconfined compressive strength and resilient modulus of the LFASMs increased at first and then gradually decreased, while the splitting strength increased drastically at first and then gently. The aforementioned mechanical properties of the LFASMs increased non-linearly with an increase in the curing times, with potential for improvement via skeleton-dense gradation. The mechanical strength growth properties of the LFASMs can be accurately predicted via the established strength growth equations. Furthermore, the relation models established between the aforementioned mechanical parameters are useful for evaluating the remaining mechanical parameters under the limited test conditions. This study provides a novel alternative for designing and constructing the LFASM base. (C) 2020 Elsevier Ltd. All rights reserved.

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