Direct Shear Behavior of Nanometer Magnesia Reinforced Cement Soil with 28d Age
Direct Shear Behavior of Nanometer Magnesia Reinforced Cement Soil with 28d Age
复制标题
28d龄期纳米镁质增强水泥土的直剪性能
DOI:
10.2174/1874155x01408010509
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发表时间:
2014-12
期刊:
影响因子:
--
通讯作者:
卢廷浩
中科院分区:
文献类型:
--
作者:
王伟;宋新江;池旭超;卢廷浩
In order to properly understand the modification effects of nanometer magnesia additive on cement soil mechanical performance, a consolidated quick shear laboratory test on nano-magnesium-modified cement-soil (NmCS) sample with different mixing ratio at 28-day age was conducted. Eight kinds' of nanometer magnesia additives with mixing ratios ranging from 0% to 3% were designed to take into the test. The result shows that: (1) shear stress- displacement curves of all samples consist of three distinct stages with brittle failure; (2) with the nanometer magnesia mixing ratio increase, the NmCS shear strength shows an increase at first and then a decrease, and the shear strength reaches the maximum with the mixing ratio of 1%; (3) both the friction angle and cohesive force are a fluctuating and show a concave and convex shape respectively; (4) with greater deformation resistance, the shear displacement of NmCS is significantly less than the ordinary cement soil in the shear failure process. Finally, according to the test results, the micro-mechanism of NmCS mechanical performance was analyzed from the perspective of cement hydration and particle interaction.
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