使用酸沙柱改善中等粘土土的承载能力
Zuhair Kadhim Jahanger1, Ali J Nouri Al-Barazanchi2, Evan E Al-Khalidi3
1Department of Water Resources Engineering, University of Baghdad, Baghdad, Iraq. zk_jahanger@coeng.uobaghdad.edu.iq.
Scientific reports
|November 25, 2025
概括
带着端子的砂柱显著提高了多层建筑中中等粘土的承载能力. 漂浮的沙柱显示出极小的改善,而密集的沙土则显示出极小的改善.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 基金会工程工程基金会工程
背景情况:
- 巴格达对多层建筑的需求日益增加,需要在具有挑战性的土壤形状上提供基础解决方案.
- 典型的建筑工地包括在粘土地下层 (6-12米深) 上的九层建筑.
研究的目的:
- 为了研究端轴承和浮动沙柱对土壤机械强度的影响.
- 评估基础在中等粘土和密集的沙土上的承载能力和沉积程度.
- 分析沙柱长度对直径比 (L/D) 对土壤性能的影响.
主要方法:
- 使用莫尔-库伦 (MC) 材料模型模拟酸盐端轴承和浮动沙柱.
- 用Plaxis 3D软件进行的有限元分析.
- 参数研究,改变沙柱的长度与直径比 (L/D).
主要成果:
- 酸浮沙柱对中等粘土的承载能力提供了微不足道的改善.
- 带着末端的沙柱显著提高了中等粘土的承载能力.
- 密集的沙土的承载能力下降,当L/D比超过15时.
结论:
- 终端承载性沙柱是有效的改善基础性能在中等粘土土壤的多层建筑.
- 需要进一步的研究,以了解沙柱的变形和故障机制.
- 研究结果为在类似的土壤条件下设计基础系统提供了洞察力.
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