沿岸シルト軟弱土の補強処理に関する実験的研究
1Engineering Department, Huanghe University of Science and Technology, Zhengzhou, 451000, China. 202302002@hhstu.edu.cn.
Scientific reports
|February 7, 2026
まとめ
新規硬化剤による沿岸の干潟の固化は、土壌強度を大幅に向上させます。セメントクリンカー、硫酸水素ナトリウム(NaHSO4)、フッ化ケイ酸ナトリウム(Na2SiF6)を使用したこの化学的補強方法は、工業地帯の開発に効果的です。
科学分野:
- 地盤工学
- 材料科学
背景:
- 寧波銭湾臨海新区の沿岸開発は、大規模な干潟汚泥の固化という課題に直面しています。
- インフラ開発には、沿岸シルトの効果的な化学的補強が不可欠です。
研究 の 目的:
- 寧波銭湾臨海新区の沿岸シルトを固化するための効果的な硬化剤の配合を特定すること。
- 土壌特性を改善するための化学的固化剤の組成を最適化すること。
主な方法:
- 最適な硬化剤の配合を決定するために、3因子4水準の直交実験を実施しました。
- 固化された土壌の28日強度を評価するために、一軸圧縮強度試験を実施しました。
主要な成果:
- 最適な硬化剤の配合は、セメントクリンカー20%、硫酸水素ナトリウム(NaHSO4)4%、フッ化ケイ酸ナトリウム(Na2SiF6)1%で構成されています。
- 開発された硬化剤は、スラグ活性を刺激して、シルト質砂の固化を大幅に強化しました。
- 固化された土壌の28日間の一軸圧縮強度は、工学的要件を満たしました。
結論:
- 最適化された硬化剤の配合は科学的に検証されており、沿岸シルトの固化に非常に効果的です。
- この方法は、銭湾の工学的地質条件に実行可能な解決策を提供し、現場建設の実践を導きます。
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