Yue Jianwei, Zhang Haonan, Zhang Yage, Xu Shaopeng
School of Civil Engineering and Architecture, Henan University, North Section of Jinming Avenue, Longting District, Kaifeng, 475004, Henan, China.
School of Civil Engineering, Tianjin University, Tianjin, 300072, China.
Sci Rep. 2024 May 28;14(1):12229. doi: 10.1038/s41598-024-62503-3.
The effects of moisture and drying shrinkage can lead to uneven settlement, cracking, and other diseases in loess subgrade. The objective of this study was to investigate the effects of amide polymer (AP) on the permeability, mechanical properties and crack resistance of loess by orthogonal experiments. The basic properties of AP and the permeability, mechanical properties, and dry-wet variation properties of polymer-modified loess were tested, and a scale model verification and simulation analysis were conducted. In this paper, water migration in subgrade is regulated by improving the water sensitivity of loess. By reducing the variation range of subgrade water content, the stress accumulation in subgrade caused by water is weakened. The results show that the curing time and mechanical properties of AP are directly affected by the oxidant and reducing agent, and the mechanical properties of AP are compatible with the characteristics of loess. AP filled the grain gap and reduced the permeability of loess by 34.05-280.83%. The ductility of polymer-modified loess is significantly increased, and the strain of peak strength is increased by 17.21-126.36%. AP can regulate moisture change, reduce the surface tension between particles, and reduce stress concentration. The strength loss rate was reduced by 19.98-51.21% by enhancing the cracking resistance and weakening the strength loss caused by dry and wet cycling. The increase of upper layer moisture content in the scale model of polymer-modified loess subgrade is reduced by 31.38-36.11%.
水分和干燥收缩的影响会导致黄土路基出现不均匀沉降、开裂等病害。本研究的目的是通过正交试验研究酰胺聚合物(AP)对黄土渗透性、力学性能和抗裂性的影响。测试了AP的基本性能以及聚合物改性黄土的渗透性、力学性能和干湿变化特性,并进行了缩尺模型验证和模拟分析。本文通过提高黄土的水敏感性来调控路基中的水分迁移。通过减小路基含水量的变化范围,削弱了水分引起的路基应力积累。结果表明,氧化剂和还原剂直接影响AP的固化时间和力学性能,且AP的力学性能与黄土特性相匹配。AP填充了颗粒间隙,使黄土的渗透性降低了34.05% - 280.83%。聚合物改性黄土的延性显著提高,峰值强度应变提高了17.21% - 126.36%。AP可以调节水分变化,降低颗粒间的表面张力,减少应力集中。通过增强抗裂性并减弱干湿循环引起的强度损失,强度损失率降低了19.98% - 51.21%。聚合物改性黄土路基缩尺模型中上层含水量的增加减少了31.38% - 36.11%。