2015
DOI: 10.1061/(asce)mt.1943-5533.0001040
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Reexamination of Lime Stabilization Mechanisms of Expansive Clay

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Cited by 37 publications
(18 citation statements)
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“…10. This result is in good agreement with those reported by Chou [7], Du et al [15] and Zhao et al [27]. Apparently, quicklime-stabilized specimens proved to be mechanically stronger which indicate a potential to sustain higher bearing loads than hydrated lime-stabilized specimen albeit in small measures at the various dosage levels.…”
Section: California Bearing Ratio (Cbr)supporting
confidence: 83%
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“…10. This result is in good agreement with those reported by Chou [7], Du et al [15] and Zhao et al [27]. Apparently, quicklime-stabilized specimens proved to be mechanically stronger which indicate a potential to sustain higher bearing loads than hydrated lime-stabilized specimen albeit in small measures at the various dosage levels.…”
Section: California Bearing Ratio (Cbr)supporting
confidence: 83%
“…In addition, pozzolanic reactions occur later between the calcium ions and the silica and alumina of the clay minerals. This results in the formation of cementitious products such as calcium-silicate-hydrates (C-S-H), calcium-aluminate-hydrates (C-A-H) and calcium-aluminum-silicate-hydrates (C-A-S-H) that are also responsible for the strength increase [1,7,13,18,27].…”
Section: Unconfined Compressive Strength (Ucs)mentioning
confidence: 99%
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