Liu Huijing, Li Xin, Ren Haisheng, Zhang Xue, Shuai Yicheng, Wu Xinhang, Bo Wu
School of Engineering, Xizang University, Lhasa 850000, China.
Plateau Major Infrastructure Smart Construction and Resilience Safety Technology Innovation Center, Lhasa 850000, China.
Materials (Basel). 2025 Aug 14;18(16):3816. doi: 10.3390/ma18163816.
The Qinghai-Tibet Plateau presents a unique challenge for infrastructure development due to its extreme geological and climatic conditions-high elevation, large diurnal temperature fluctuations, frequent freeze-thaw cycles, intense ultraviolet radiation, and seasonal precipitation. These factors greatly accelerate the weathering of rock materials, leading to aggregates with increased porosity, microcracking, and weakened mechanical properties. While the engineering implications of such degradation are evident, the underlying material science of weathered aggregates-particularly their microstructure-property relationships-remains insufficiently explored, necessitating further investigation to inform material selection and design. In this study, three representative types of weathered aggregates (silica-rich, carbonaceous, and alumina-rich), alongside unweathered natural aggregates, were examined through both macro-scale (density, water absorption, crushing value, abrasion resistance) and micro-scale (scanning electron microscopy (SEM), energy-dispersive spectroscopy (EDS)) analyses. To capture the material evolution, we introduced a simplified classification framework based on the Si/Al ratio and porosity and applied a gray entropy correlation model to quantify the coupling between microstructure and mechanical performance. Results show that weathering reduces the Si/Al ratio from 2.45 to 1.82, increases porosity from 4.2% to 12.7%, enlarges the average pore size to 0.85 μm, raises microcrack density to 1.40 μm/μm, and increases the proportion of connected pores to 68.2%. These microstructural degradations correlate with decreased aggregate density, increased water absorption (up to 8.0%), higher crushing value (27.4%), and abrasion resistance loss (26.0%). Based on these findings, a weathered aggregate classification and pretreatment strategy is proposed, offering a practical reference for engineers to improve material performance in high-altitude road construction.
由于青藏高原极端的地质和气候条件——高海拔、昼夜温差大、频繁的冻融循环、强烈的紫外线辐射以及季节性降水,其基础设施建设面临着独特的挑战。这些因素极大地加速了岩石材料的风化,导致集料孔隙率增加、出现微裂纹且力学性能减弱。虽然这种劣化对工程的影响显而易见,但风化集料的基础材料科学,尤其是其微观结构与性能的关系,仍未得到充分探索,因此需要进一步研究以为材料选择和设计提供依据。在本研究中,通过宏观尺度(密度、吸水率、压碎值、耐磨性)和微观尺度(扫描电子显微镜(SEM)、能谱分析(EDS))分析,对三种具有代表性的风化集料(富含硅、含碳和富含氧化铝)以及未风化的天然集料进行了研究。为了捕捉材料的演变,我们引入了一个基于硅/铝比和孔隙率的简化分类框架,并应用灰色熵相关模型来量化微观结构与力学性能之间的耦合关系。结果表明,风化使硅/铝比从2.45降至1.82,孔隙率从4.2%增至12.7%,平均孔径增大至0.85μm,微裂纹密度提高至1.40μm/μm,连通孔隙比例增至68.2%。这些微观结构的劣化与集料密度降低、吸水率增加(高达8.0%)、更高的压碎值(27.4%)和耐磨性损失(26.0%)相关。基于这些发现,提出了一种风化集料分类和预处理策略,为工程师在高原道路建设中改善材料性能提供了实用参考。