GUO Yushan, GENG Yuqing, ZHANG Yan, et al. Effects of EN-1 Stabilizer on Soil Anti-collapse Ability[J]. Bulletin of Soiland Water Conservation, 2015, 35(3): 214-217.
DOI:
GUO Yushan, GENG Yuqing, ZHANG Yan, et al. Effects of EN-1 Stabilizer on Soil Anti-collapse Ability[J]. Bulletin of Soiland Water Conservation, 2015, 35(3): 214-217. DOI: 10.13961/j.cnki.stbctb.20150601.001.
Effects of EN-1 Stabilizer on Soil Anti-collapse Ability
[Objective] To measure the effect of EN-1 soil stabilizer on soil anti-collapse ability in order to provide the theoretical basis for immobilizing the bank slope. [Methods] By utilizing indoor disintegration experiments in static water
disintegration amount and disintegration rate were studied under certain conditions which included the proportion of EN-1 soil stabilizer at 0(pure soil)
0.05%
0.10%
0.15%
0.20%
and 0.30%
the compactness at 0.85
0.90
and 0.95
and the maintaining period during 3 d
7 d
15 d
respectively. [Results] Solidified soil disintegration amount decreased significantly compared with pure soil along with the increasing amount of EN-1 stabilizer and maintaining period which were designed in experimental scheme. [Conclusion] With the view of the effective utilization rate and economy
soil-reinforcement is significant when the appropriate proportion of stabilizer was 0.20%
the maintaining period was at least 7 days
and the compactness was no less than 0.90.
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references
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