模拟loess的可折叠性,使用EDOMETER测试来预测基础和堆沉积情况
Zhao Long1,2, Shuaihua Ye3, Yuan Hao1
1School of Civil and Hydraulic Engineering, Lanzhou University of Technology, Lanzhou, 730050, Gansu, China.
Scientific reports
|November 26, 2025
概括
这项研究提高了中国西北地区建筑基础的安全性.
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:
- 中国西北的低谷地区面临着土壤崩性造成的建筑挑战.
- 目前用于预测塌的现有模型由于依赖单个指标,其工程适用性有限.
研究的目的:
- 为了调查兰州的洛斯塌性特征.
- 开发一个多参数模型来预测洛斯崩结算.
- 为了提高基础的安全性,在loess地区.
主要方法:
- 在恒压下进行实验室塌试验.
- 回归建模以评估地质技术参数的影响.
- 深度智能潜在崩分析的标准方法.
- 开发一个指数函数模型用于可折叠系数预测.
主要成果:
- 建立了可折叠系数和空隙比率,自然水分含量和压缩模量之间的显著关系.
- 确定了一个指数分布趋势,用于潜在的崩变化和堆周围的深度.
- 开发了一个全面的预测模型,整合了五个地质技术参数.
结论:
- 开发的多参数模型准确地预测了洛斯崩结算.
- 该模型提供了一个实用的工具,用于风险评估和风险减轻设计的基础和土相互作用的土环境.
- 在中国西北的地区,提高基础安全是可以实现的.
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