Al-Atroush Mohamed Ezzat, Shabbir Omar, Almeshari Bandar, Waly Mohamed, Sebaey Tamer A
Department of Engineering Management, College of Engineering, Prince Sultan University, Riyadh 11543, Saudi Arabia.
Department of Medical Equipment Technology, College of Applied Medical Sciences, Majmaah University, Majmaah 15341, Saudi Arabia.
Polymers (Basel). 2021 Apr 19;13(8):1335. doi: 10.3390/polym13081335.
The reversible shrink-swell behavior of expansive soil imposes a serious challenge that threatens the overlying structures' safety and durability. Traditional chemical additives such as lime and cement still exhibit satisfying performance over their counterparts in terms of swelling potential reduction. Nevertheless, significant concerns are associated with these chemicals, in addition to their environmental impact. This paper proposes a novel application of the closed-cell one-component hydrophobic polyurethane foam (HPUF) to stabilize the swelling soil. An extensive experimental study was performed to assess the efficiency of HPUF in mitigating both the swelling and shrinkage response of high montmorillonite content expansive soil. Expansive soil was injected/mixed with different weight ratios of the proposed stabilizer, and the optimum mixing design and injection percentage of the foam resin were identified to be ranged from 10% to 15%. The shrink-swell behaviors of both injected and noninjected samples were compared. Results of this comparison confirmed that HPUF could competently reduce both the swelling potential and the shrinkage cracking of the reactive expansive soil, even after several wet-shrink cycles.
膨胀土的可逆胀缩特性带来了严峻挑战,威胁着上层结构的安全性和耐久性。传统化学添加剂如石灰和水泥在降低膨胀潜力方面仍比其他同类产品表现出令人满意的性能。然而,除了其环境影响外,这些化学物质还存在重大问题。本文提出了一种新型的闭孔单组分疏水性聚氨酯泡沫(HPUF)用于稳定膨胀土。进行了广泛的实验研究,以评估HPUF减轻高蒙脱石含量膨胀土膨胀和收缩响应的效率。将膨胀土与不同重量比的拟用稳定剂注入/混合,并确定泡沫树脂的最佳混合设计和注入百分比范围为10%至15%。比较了注入和未注入样品的胀缩特性。该比较结果证实,即使经过多次干湿循环,HPUF仍能有效降低活性膨胀土的膨胀潜力和收缩开裂。