实地实验研究关于在广土壤上的高填充堤的地面处理
Bin Hou1, Faning Dang2, Weihua Ding2
1Xi'an University of Technology, Xi'an, 710048, Shaanxi, China. 13359214651@163.com.
Scientific reports
|August 20, 2025
概括
动态压缩替代有效地提高了高填充堤的膨胀土壤承载能力. 这种土壤改善技术提高了稳定性,减少了定居点,为具有挑战性的地质条件提供了解决方案.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 土木工程 土木工程是指土木工程.
背景情况:
- 谷区的高填充堤经常面临基础承载能力不足的挑战.
- 安康机场搬迁现场的膨胀土壤对堤构成重大稳定性风险.
研究的目的:
- 评估土壤改善技术对高填充堤下的广土壤的有效性.
- 为了比较动态压缩和石堆压缩,以提高基础性能.
主要方法:
- 在改善地面之前和之后进行了现场测试,包括板载荷和标准透测试 (SPT).
- 评估了两种技术:动态压缩和使用驱动外进行石堆压缩.
- 使用数值建模来验证定居点的变形.
主要成果:
- 自然基础土壤的承载能力为260kPa.
- 动态压缩更换将承载能力提高到580kPa,证明是最有效的.
- 动态压缩替换诱导了最小的沉积变形,由数值建模证实.
结论:
- 动态压缩替换是高填充堤项目中广土壤的高效土壤改善技术.
- 在应用动态压缩时,考虑复杂的平分层和浅岩基层至关重要.
- 该研究为在类似具有挑战性的环境中进行基础治疗提供了实际指导.
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