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粘土-水泥复合材料的制备和力学性能
引用本文:彭霞锋,宋顺成. 粘土-水泥复合材料的制备和力学性能[J]. 科学技术与工程, 2020, 20(25): 10433-10436
作者姓名:彭霞锋  宋顺成
作者单位:广东科学技术职业学院,广州519090;西南交通大学,成都610031
基金项目:广东省高等职业教育“创新强校工程”资助项目
摘    要:采用含有石英和长石成分的粘土,制备了粘土和水泥(5 wt%、7 wt%、9wt%)的新型复合材料。研究了其阿太堡界限、击实密度和最佳含水量、无侧限抗压强度(UCS)和水渗透系数。结果表明,含5 wt %水泥的复合材料被认为最适合某些建筑材料的应用,塑性指数为10.5%,最大干密度2.17 g/cm3和MP压实的最佳含水量为8% (浸润下没有发生膨胀),UCS为0.74 MPa,渗透系数低至7.4×10-11m/s。该复合材料可应用于建筑砖块、路基和路基施工。

关 键 词:黏土  水泥复合材料  界限含水量  物理性能  力学性能
收稿时间:2019-11-04
修稿时间:2020-06-03

Preparation and mechanical properties of clay-cement composites
PENG?Xia-feng. Preparation and mechanical properties of clay-cement composites[J]. Science Technology and Engineering, 2020, 20(25): 10433-10436
Authors:PENG?Xia-feng
Abstract:Hard chlorite clay containing illite and interbedded illite was applied to form hard chlorite clay- cement composite (5 wt%, 7 wt%, 9wt%). On which, Atterberg limits, modified proctor compressive dry density and optimum water content, UCS and water penetration rate were studied. Results show that the composite with 5% cement was the most suitable for some construction application; plastic index was 10.5%, maximum dry density was 2.17 Mg/m3 and optimum water content was 8% under MP compression (socked without expansion), UCS was 0.74 MPa, penetration rate was as low as 7.4×10-11m/s. The composite material can be used in building bricks, subgrade and subgrade construction.
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