实验研究地质网强化的承载能力,考虑到爬行行为
Hui Yuan1,2, Xiaohong Bai2
1Taiyuan City Vocational College, Taiyuan, China.
Science progress
|December 9, 2025
概括
聚合物地质网爬行显著影响强化土壤结构. 抗拉强度较高的地质网会更容易爬行,从而降低承载能力,而受爬行影响的地质网会降低系统效率.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
背景情况:
- 爬行是聚合物地质网的关键性质,影响了强化土壤结构的耐用性.
- 地质网-土壤接口的有效性受到爬行变形的直接影响.
研究的目的:
- 研究双轴地质网在持续负荷下的爬行行为.
- 评估地质网爬行对砂机械性能的影响.
主要方法:
- 在两个双轴地质网类型上进行了爬行测试,在恒定的负载下进行了1000小时.
- 使用地缘装置进行大规模模型测试,比较未加固的沙子,非crept和crept地缘加固的沙子.
主要成果:
- 更高拉伸强度的地质网表现出更大的爬行变形.
- 地铁网断裂发生在最终强度的60%时.
- 地质网强化使沙子承载能力增加了20-55%.
- 地质电网的爬行对强化效率产生了负面影响,承载能力下降.
结论:
- 地质网拉力强度对于提高复合系统轴承性能至关重要.
- 地网爬行显著降低了强化土壤结构的长期机械效率.
- 爬行改变了应力分布,有效摩擦角度和加强砂的刚性.
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