文章摘要
矿物成分对细颗粒粘土强度特性 影响的试验研究
  
DOI:
中文关键词: 细颗粒粘土  矿物成分  黏滞性结合水膜  强度特性
英文关键词: 
基金项目:国家自然科学基金青年项目(51208211);广东省高等学校优秀青年教师培养项目(Yq201462)
作者单位
周晖1,房营光2,梁健伟3,谷任国2 1.广州城建职业学院 建筑工程学院广东 广州 510925 2.华南理工大学 土木与交通学院广东 广州 510641 3.广东省电力设计研究院广东 广州 510663 
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中文摘要:
      通过人工土和天然软土的快剪试验,从微观角度研究矿物成分对细颗粒粘土强度特性的影响.研究表明:单一矿物成分试样的强度特性与矿物颗粒的表面特性与结合水性质有关.粘土矿物颗粒具有较大的比表面积、阳离子交换当量,颗粒表面形成强烈微电场而产生较厚的粘滞性结合水膜,使颗粒间粘聚力增强,故表现出较高的粘聚力,而粒间容易错动而形成润滑摩擦,表现出较低的抗剪强度与内摩擦角;混合矿物成分人工土和天然软土试样的强度特性是不同类型矿物颗粒间摩擦、胶结粘聚和结合水性质等微观因素的综合体现,只要某种细颗粒粘土矿物含量超过一定限值,混合土试样的强度特性便由该细颗粒粘土矿物决定.
英文摘要:
      Through quick shear test of artificial soils and natural soft soils,the effects of mineral constituents for fine clay’s strength characteristics from micro perspective were studied. Studies show that: the shear strength and the index of single component samples are correlated with the surface properties of mineral particles and bound water properties. Clay minerals have larger specific surface area and cation exchange equivalent, the particle surface produce micro electric field strongly and the formation of thick viscosity bound water film, enhance the cohesive force between the particles which showed high cohesion, and the intergranular dislocation easily lead to lubrication friction which present the lower shear strength and internal friction angle; strength characteristics of artificial soils with mixed mineral composition and natural soil samples is micro factors’ comprehensive reflection, such as friction between the particles, cement agglomerated of different types of minerals and bound water properties. As long as some fine clay mineral content exceeds a certain limit, strength properties of mixed soil samples is determined by the fine particles of clay minerals.
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