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作 者:井彦林[1] 何椿霖 赵宏宇 冯雅茜 明心凯 黄月 JING Yanlin;HE Chunlin;ZHAO Hongyu;FENG Yaxi;MING Xinkai;HUANG Yue(School of Civil Engineering,Chang'an University,Xi'an 710061,Shaanxi,China;Shenzhen Branch of Shanghai Municipal Engineering Design Institute(Group)Co.,Ltd.,Shenzhen 518000,Guangdong,China;Ji'nan Municipal Engineering Design&Research Institute(Group)Co.,Ltd.,Ji'nan 250000,Shandong,China;Shanxi Jiaoke Highway Survey&Design Institute Co.,Ltd.,Taiyuan 030032,Shanxi,China;Central&Southern China Municipal Engineering Design and Research Institute Co.,Ltd.,Wuhan 430010,Hubei,China)
机构地区:[1]长安大学建筑工程学院,陕西西安710061 [2]上海市政工程设计研究总院(集团)有限公司深圳分公司,广东深圳518000 [3]济南市市政工程设计研究院(集团)有限责任公司,山东济南250000 [4]山西交科公路勘察设计院有限公司,山西太原030032 [5]中国市政工程中南设计研究总院有限公司,湖北武汉430010
出 处:《地震工程学报》2024年第3期501-510,共10页China Earthquake Engineering Journal
基 金:国家自然科学基金项目(41472267)。
摘 要:为深入剖析黄土与古土壤工程性质的影响因素,以陕西渭北晚更新世黄土与古土壤为研究对象,基于核磁共振、比表面积测试并结合理论分析对结合水膜厚度进行研究。试验结果显示:黄土与古土壤的结合水膜厚度存在明显差异,黄土的结合水膜厚度明显大于古土壤,原因在于古土壤孔隙体积及孔径小于黄土,而古土壤中高价阳离子含量大于黄土,同时古土壤颗粒表面分布铁锰质薄膜,其亲水性较弱。分析结合水膜与黄土湿陷性、回弹变形等工程特性间的关系,发现黄土-古土壤的湿陷性随结合水膜厚度的增大而增强,随结合水膜厚度的减小而减弱,结合水膜厚度与卸荷变形系数呈正相关关系。综合分析说明,高价阳离子含量、颗粒表面特性,及孔隙性的不同造成了黄土与古土壤结合水膜厚度的差异,从而导致黄土与古土壤的湿陷性等工程性质有显著区别。The thicknesses of bound water film of Late Pleistocene loess and paleosol in Weibei,Shaanxi Province,were studied based on nuclear magnetic resonance,specific surface area tests,and theoretical analysis to comprehensively analyze the influencing factors of the engineering properties of loess and paleosol.Experimental results show that the thickness of the bound water film of loess is larger than that of paleosol,and a considerable difference is observed between their thicknesses.This difference can be attributed to the smaller pore volume and size of paleosol than those of loess,while the content of high-valence cations in paleosol is greater than that in loess.In addition,the surface of paleosol particles is distributed with an iron-manganese film;therefore,its hydrophilicity is weak.The relationship between bound water film and engineering characteristics of loess,such as collapsibility and rebound deformation,was analyzed.The collapsibility of loess-paleosol increases with the thickness of bound water film and decreases with the thickness of bound water film.The thickness of the bound water film is positively correlated with the unloading deformation coefficient.Comprehensive analysis shows that the variations in high-valence cation content,particle surface characteristics,and porosity contribute to the difference in bound water film thickness between loess and paleosol.This phenomenon leads to differences in engineering properties,such as collapsibility between loess and paleosol.
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