Badong National Observation and Research Station of Geohazards (BNORSG), Three Gorges Research Center for Geo-Hazards of Ministry of Education, China University of Geosciences, Wuhan 430074, China.
Int J Environ Res Public Health. 2022 Dec 14;19(24):16805. doi: 10.3390/ijerph192416805.
A rapid growth in the population leads to a large increase in engineering construction. This means there is an inevitability in regard to building on problematic soils. Soil reinforcement becomes an important subject due to the fact that it is a concern for engineers and scientists. With the development of nanotechnology, more and more nanomaterials are being introduced within the practice of soil reinforcement engineering. In this study, the reinforcing effect of novel nanomaterial nano-silica (SiO) applied to different kinds of soils was systematically studied. The nano-SiO-reinforced soil possessed lower final water evaporation loss, and evaporation rates. The nano-SiO increased the shear strength of clayey soil and sandy soil under both cured and uncured conditions, but the reinforcing effect on clayey soil was more obvious. The addition of nano-SiO promotes the friction angle and cohesion of clayey soil; further, it also increases the cohesion of sandy soil. The unconfined compressive strength of clayey soil was enhanced by nano-SiO, meanwhile, the nano-SiO-reinforced soil possessed greater brittleness. The microstructure of nano-SiO-reinforced soil is shown via SEM analysis, and the results of X-ray diffraction (XRD) tests show that there are no new mineral components generated during the reinforcing process. It was also found that nano-SiO possessed little influence on the soil pH value. Adding nano-SiO will not damage the original chemical environment of the soil. The microstructure of nano-SiO-reinforced soil was observed to prove the results above. In general, nano-SiO is an excellent soil additive that can improve the mechanical properties of both clayey soil and sandy soil effectively. This research provides more ideas and directions for the purposes of selecting soil reinforcement materials.
人口的快速增长导致工程建设的大量增加。这意味着在有问题的土壤上进行建筑是不可避免的。由于土壤加固是工程师和科学家关注的问题,因此土壤加固成为一个重要的课题。随着纳米技术的发展,越来越多的纳米材料被引入土壤加固工程实践中。在这项研究中,系统地研究了新型纳米材料纳米二氧化硅(SiO)应用于不同类型土壤的加固效果。纳米 SiO 增强的土壤具有较低的最终水蒸发损失和蒸发率。纳米 SiO 在固化和未固化条件下均提高了粘性土和砂土的抗剪强度,但对粘性土的加固效果更为明显。纳米 SiO 的添加促进了粘性土的内摩擦角和凝聚力的增加,同时也增加了砂土的凝聚力。纳米 SiO 增强了粘性土的无侧限抗压强度,同时,纳米 SiO 增强土具有更大的脆性。通过扫描电子显微镜(SEM)分析显示了纳米 SiO 增强土的微观结构,X 射线衍射(XRD)测试结果表明,在加固过程中没有生成新的矿物成分。还发现纳米 SiO 对土壤 pH 值几乎没有影响。添加纳米 SiO 不会破坏土壤的原始化学环境。通过观察纳米 SiO 增强土的微观结构来验证上述结果。总的来说,纳米 SiO 是一种优良的土壤添加剂,可有效提高粘性土和砂土的力学性能。本研究为选择土壤加固材料提供了更多的思路和方向。