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加筋粉煤灰的工程力学性质试验研究
引用本文:杨荣尚,段伟刚.加筋粉煤灰的工程力学性质试验研究[J].水利与建筑工程学报,2008,6(3).
作者姓名:杨荣尚  段伟刚
作者单位:1. 陕西西汉高速公路有限责任公司,陕西,西安,710054
2. 武警交通第五支队司令部工程股,陕西,西安,710021
摘    要:将含钙量较高的粉煤灰与普通粉煤灰混合,进行相关的工程力学性质试验。试验结果表明:粉煤灰混合料的最优含水率、最大干密度与高钙粉煤灰的掺加比例线性相关;粉煤灰混合料的无侧限抗压强度、水稳定性能够满足路基工程的要求,且具有一定的抗拉能力;粉煤灰混合料的抗压回弹模量随压实度线性增大,一定龄期的粉煤灰混合料压缩模量明显大于散粒体粉煤灰的压缩模量;养生后土工网对粉煤灰的内摩阻力迅速增大,界面处的似摩擦系数增大。

关 键 词:道路工程  加筋粉煤灰  无侧限抗压强度  水稳定性  劈裂强度  模量  似摩擦系数

Experimental Study on Engineering Mechanics Properties of Reinforced Flyash
YANG Rong-shang,DUAN Wei-gang.Experimental Study on Engineering Mechanics Properties of Reinforced Flyash[J].Journal of Water Resources Architectural Engineering,2008,6(3).
Authors:YANG Rong-shang  DUAN Wei-gang
Affiliation:1.Shaanxi Xihan Expressway Co.Ltd.;Xi'an;Shaanxi 710054;China;2.Engineering Section of Fifth Branch Team Command of Armed Police Communication;Shaanxi 710021;China
Abstract:The experiments of engineering mechanics are made on the mixtures composed of high calcium flyash and general flyash.The optimum water content and maximum dry density of the mixtures are related to the content of the high calcium flyash,the unconfined compression strength and water stability of the mixtures can satisfy the subgrade engineering,and the mixtures have a definite tensile ability.The modulus of resilience increases with the compactness of the mixtures linearly,and the compressive modulus of the ...
Keywords:road engineering  reinforced flyash  unconfined compression strength  water stability  cleavage strength  modulus  apparent coefficient of friction  
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