000 | 01749nam a22002897a 4500 | ||
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003 | ZW-GwMSU | ||
005 | 20230411154959.0 | ||
008 | 230411b |||||||| |||| 00| 0 eng d | ||
040 |
_aMSU _cMSU _erda |
||
245 | _aImprovement test on frost resistance of vegetation-concrete and engineering application of test fruitage | ||
264 |
_aVerlag _bSpringer _c2013 |
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336 |
_2rdacontent _atext _btxt |
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337 |
_2rdamedia _aunmediated _bn |
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338 |
_2rdacarrier _avolume _bnc |
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440 |
_aEnvironmental earth sciences _vVolume , number , |
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520 | _aCurrently available vegetation-concrete is not satisfactory for application in alpine and cold areas. The loss rates of weight and resonance-frequency are both more than 50 % after 30 freeze–thaw cycles. In order to improve the frost resistance of vegetation-concrete, this study chose five kinds of admixtures and then performed single-mixed and orthogonal tests for comparison and optimization. The composition of the optimum scheme is fly ash (FA):silica fume (SF):air-dried pine needles of Pinus armandii Franch (PNP):fibers of Trachycarpus fortunei (FT) = 12:20:3:5 (weight ratio), and the recommended mixing amount is between 6 and 9 % of soil weight. In practical ecological restoration projects, not only could the new mixed-admixture reinforce frost resistance, but it also has no significant influence on the porosity and pH of the vegetation-concrete. | ||
650 | _avegetation-concrete | ||
650 | _afreeze-thaw cycle | ||
650 | _aresonance frequency | ||
700 | _aWENNIAN, Xu | ||
700 | _aZUNIAN, Cheng | ||
700 | _aZHENGJUN, Zhou | ||
700 | _aXIANYANG, Cai | ||
700 | _aBINGQIN, Zhao | ||
856 | _uhttps://doi.org/10.1007/s12665-012-1944-0 | ||
942 |
_2lcc _cJA |
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999 |
_c161670 _d161670 |