双扭曲六角 gabion 网的接口力学与粗粒填充剂,基于拉出测试
Wenhui Gao1, Yuliang Lin1, Xin Wang2
1School of Civil Engineering, Central South University, Changsha 410075, China.
Materials (Basel, Switzerland)
|January 11, 2024
概括
研究人员研究了在加网增强土壤结构中的接口摩擦. 他们发现正常应力显著影响剪切应力,这对于强化土壤工程设计至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 材料科学 是一种材料科学.
背景情况:
- 接口摩擦对于加强土壤结构稳定性至关重要.
- 了解填充剂-增强剂的相互作用对于工程设计至关重要.
研究的目的:
- 为了研究双曲六角布网的接口摩擦力学,用经过气候变化的红色砂岩填充物.
- 分析正常应力对接口行为和状网格位移的影响.
主要方法:
- 进行了大规模的实验室拉出测试,以获得力位移曲线和拉伸应力分布.
- 使用FLAC3D 6.0开发了一个3D数值模型来模拟接口特征.
- 分析了土壤和钢筋的移位,以及界面上的剪切应力.
主要成果:
- 撤出力-移位曲线表现出快速增长,过渡和稳定阶段.
- 峰值拉出应力与正常应力增加,这决定了剪切应力大小.
- gabion 网格的位移没有受到 7-20 kPa 内的正常应力的显著影响.
结论:
- 这项研究成功地捕获了高网与土壤接口的强度和变形行为.
- 结果为工程设计和应用加网增强土壤结构提供了宝贵的见解.
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