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分析研究一个结构相邻的基础坑的稳定透
Jiayun Liang1,2, Hai Liu3,4, Jie Cui1,5
1School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China.
Scientific reports
|May 9, 2025
概括
这项研究提供了一个准确的分析解决方案,用于结构附近的基础坑的透,考虑到支墙和排水效应. 新模型有效地预测水压,改善了基础工程安全性和设计.
科学领域:
- 地质技术工程 地质技术工程
- 水文地质学 水文地质学
- 计算力学 计算力学 计算力学
背景情况:
- 现有的基础坑排水模型忽视了与相邻结构和共同支墙的相互作用.
- 漏分析对于基础坑的稳定性和相邻结构的安全性至关重要.
研究的目的:
- 开发一种分析解决方案,用于与具有共同支墙的结构相邻的基础坑中的稳定状态透场.
- 调查排水和结构相互作用对透和水压的影响.
主要方法:
- 使用区域划分,结合支墙厚度和相邻结构,制定了稳定状态连续性方程.
- 通过使用富里埃数列和使用伯努利原理的水压来解决液压头.
- 在FLAC3D中用数值模型验证了分析解决方案.
主要成果:
- 与数值模拟相比,分析解决方案的准确性很高,最大偏差为2.76%.
- 分析方法明显更快,只需要数字模拟计算时间的0.2%.
- 发现保留墙壁厚度,相邻结构宽度和土壤透率抑制了透,而透层厚度则促进了透.
结论:
- 拟议的分析解决方案是高效和准确的,用于分析复杂的基础坑场景中的漏.
- 这些发现为实际的基础工程应用提供了宝贵的见解,提高了安全性和设计.
- 工程参数,如保持墙壁厚度和土壤透性显著影响漏行为.
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