根强化对膨胀土壤的解体和膨胀行为的多参数合效应:一个响应表面方法方法方法
Yonggang Huang1, Hongri Zhang2,3, Xinzhong Wang1
1School of Civil Engineering, Hunan City University, Yiyang, Hunan, China.
PloS one
|November 13, 2025
概括
根强化通过减少分解和胀,显著提高了土壤扩张的稳定性. 最佳条件包括具有高密度和大直径的复合根分布,以有效的生态工程斜坡稳定.
科学领域:
- 地质技术工程 地质技术工程
- 土壤科学 土壤科学
- 生物地质力学 生物地质力学
背景情况:
- 广的土壤在土木工程中构成重大挑战,因为它们的体积变化行为.
- 根强化是稳定有问题的土壤的一个有希望的环保方法.
研究的目的:
- 研究根强化对广土壤水力机械行为的多参数合效应.
- 优化根特征 (直径,长度,数量,分布) 以提高土壤稳定性.
主要方法:
- 响应表面方法 (RSM) 与混合盒-Behnken和D-最佳实验设计集成.
- 系统地调查根的直径,长度,数量和分布模式.
- 对解体量 (DA),膨胀力 (SF) 和膨胀率 (SR) 的定量评估.
主要成果:
- 根的直径和数量是控制土壤分解的主要因素.
- 根直径和长度之间的协同相互作用通过机械互锁增强了稳定性.
- 与水平或倾斜的模式相比,复合根分布显著减少了解体和胀.
- 优化的参数 (5mm直径,5根) 预测了最小的分解 (5.6g) 和胀率 (3.8%).
结论:
- 高密度和大直径的复合根系统是稳定广土壤的最佳选择.
- 根形态驱动的协同作用为生态工程斜坡稳定提供了定量框架.
- 了解根土相互作用对于开发有效和可持续的地质技术解决方案至关重要.
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