基于PFWD动态模块控制的道路床承载能力的改进测量方法
Danfeng Li1, Zhuojie Zhang2, Guangming Zhang3
1School of Architecture and Civil Engineering, Taizhou University, Taizhou, 318000, Zhejiang, China.
Scientific reports
|May 31, 2023
概括
这项研究引入了一种改进的方法,用于测量路床承载能力,使用便携式下降重量偏向计 (PFWD). 新方法提高了动态路床评估的准确性和效率.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
背景情况:
- 标准化动态路床承载能力的确定是具有挑战性的.
- 现有的曲率控制方法表现出过大的偏差.
- 准确评估路面承载能力对于基础设施完整性至关重要.
研究的目的:
- 建议改进道路床承载能力的测量方法.
- 提高动态路床评估的精度和效率.
- 为了解决当前动态确定和偏移控制的局限性.
主要方法:
- 使用便携式下降重量偏向计 (PFWD) 进行动态模量控制.
- 通过理论分析确定PFWD检测范围.
- 开发了一个有限元数值模型来分析动态应力分布和减弱.
- 研究了垂直动态应力与深度的变化,揭示了最初的增加,随后的下降.
主要成果:
- 确定了道路床土壤中的动态应力的空间分布和减弱.
- 发现垂直动态应力最初随着深度增加而增加,然后减少,这与常见的假设相反.
- 使用动态曲作为检测指数和静态反弹模块作为控制指数开发了一个预测模型.
结论:
- 提议的改进方法提高了道路床承载能力的精度准确性和检测效率.
- 该研究验证了新方法用于准确的动态测量和评估的有效性.
- 这些发现对于提高高速公路路床评估可靠性具有重要意义.
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