基于微观结构变化的水泥改良花岗岩残积土的击实特性OA
Compaction Characteristics of Cement-Amended Granitic Residual Soil Based on Micro-Structural Evolution
为了探明水泥掺量对花岗岩残积土的作用机理,以湖南益阳花岗岩残积土为研究对象,通过击实试验、扫描电镜(SEM)图像分析及能量色散X射线光谱仪(EDS)能谱测试,探讨了不同水泥掺量(0%,3%,5%,7%,9%)下的土体压实特性和微观演变规律.击实试验发现,水泥的改性效果并非随着掺量增加而持续提升.微观试验进一步揭示了土体内在机理.SEM 图像分析结果表明,随着水化反应推进,平均平面孔隙率由天然状态的14.16%大幅降至6.00%;EDS能谱测试结果显示,土体内Ca元素质量分数由0%大幅增至10.02%,说明水泥水化反应增强,水化产物的生成促进了孔隙填充,并导致试样元素组成重新分配.在工程实践中,建议常规路基工程控制水泥掺量在5%左右;若部位密实度要求较高,则可选用7%掺量,但需同步配套严格的防裂与养护措施.
To investigate the effects of cement content on the compaction characteristics and microstruc-tural evolution of granite residual soil,this study used granite residual soil from Yiyang,Hunan Prov-ince,and conducted compaction tests,scanning electron microscopy(SEM)image analysis,and energy dispersive spectrometer(EDS)spectroscopy with cement contents of 0%,3%,5%,7%,and 9%.The ex-periments revealed that the modifying effect of cement does not continue to increase as the cement con-tent rises.Microscopic tests further revealed the underlying mechanisms within the soil.SEM observa-tions showed that as the hydration reaction progressed,the microscopic porosity decreased significantly from 14.16%in its natural state to 6.00%;EDS spectroscopy results showed that the mass fraction of Ca in the soil increased significantly from 0%to 10.02%,indicating enhanced cement hydration.The for-mation of hydration products promoted pore filling and led to a redistribution of the elemental composi-tion in the specimens.In engineering practice,it is recommended that the admixture dosage for conven-tional subgrade projects be controlled at around 5%;if higher compaction requirements are needed for specific sections,a dosage of 7%may be selected,but this must be accompanied by strict crack-prevention and curing measures.
薛文卓;刘新宇;邓宗伟
湖南城市学院土木工程学院,湖南 益阳 413000湖南城市学院土木工程学院,湖南 益阳 413000湖南城市学院土木工程学院,湖南 益阳 413000
建筑与水利
花岗岩残积土水泥改良土击实特性三阶段模型
granite residual soilcement-improved soilcompaction characteristicsthree-stage model
《吉首大学学报(自然科学版)》 2026 (4)
43-50,8
湖南省自然科学基金联合项目(2025JJ70388)
评论