使用有限元软件PLAXIS 2D和GEO5的堆组,堆和脚的数值分析
Firanboni Fituma Chimdesa1,2, Firaol Fituma Chimdesa1,2, Nagessa Zerihun Jilo1,2
1Department of Civil Engineering, School of Civil and Environmental Engineering, Ambo University, Ambo, Ethiopia.
这项研究比较了不同类型的土壤中脚,堆组和堆的木的承载能力. 研究结果显示,沙性土壤在负荷下表现出比粘土土壤少的变形.
科学领域:
- 地质技术工程 地质技术工程
- 基金会工程工程基金会工程
背景情况:
- 基础对于将超结构负载转移到底结构至关重要.
- 在不同的土壤中,各种基础类型 (脚,堆组,堆) 的行为是复杂的和非线性的.
- 研究意义得到了使用VOSviewer的文献计量分析的支持.
研究的目的:
- 为了研究和比较脚,堆组和堆的木的承载能力.
- 分析土壤类型和附加费对基础性能的影响.
- 为在土木工程中选择合适的基础类型提供见解.
主要方法:
- 使用有限元软件 (PLAXIS 2D,GEO5) 进行实验数据分析.
- 使用PLAXIS 2D.进行脚底变形的参数调查.
- 使用GEO5.5评估堆组安全因素 (FOS) 和结算.
主要成果:
- 沙地土壤在高负荷下显示的水平变形比粘土土壤少.
- 增加 50% 的堆厚度,减少了 13.88% 的沉积,并提高了 16.66% 的 FOS.
- 不同的基础类型根据土壤特性和施加的负载表现出不同的性能.
结论:
- 土壤类型显著影响基础变形行为.
- 优化基础设计,例如堆厚度,可以提高结构稳定性并减少沉积.
- 专业的判断对于选择和评估建筑结构的基础系统至关重要.
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