氢氧化钠污染水泥土的电阻率和强度研究

Xiaoqiang Dong, X. Bai, Yongkang Lv
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引用次数: 0

摘要

以氢氧化钠污染土混合水泥土为对象,定量研究了其电阻率与龄期、氢氧化钠含量、无侧限抗压强度的关系。结合显微照片,分析了电阻率和无侧限抗压强度的变化机理。结果表明:在每一氢氧化钠含量下,电阻率和无侧限抗压强度随龄期的增加而增大;在各龄期下,电阻率和无侧限抗压强度随氢氧化钠含量的增加而增大;水泥土的无侧限抗压强度与电阻率的增加呈线性相关。电阻率的变化是由于导电孔结构和离子数量的变化。水泥土的电阻率越高,整体结构导电性越弱,土粒之间的联系越紧密,孔隙比越小,孔隙连通性越差,水泥土的无侧限抗压强度越高。
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Study on the electrical resistivity and strength of cemented soil contaminated by Sodium Hydroxide
Take the cemented soil mixed with the soil polluted by Sodium Hydroxide as object, the relationships between of their electrical resistivity and age, sodium hydroxide content, unconfined compression strength have been studied quantitatively. Then combined with microscopic photos, the change mechanism of electrical resistivity and unconfined compression strength were analyzed. Results show: the electrical resistivity and unconfined compression strength are increased with the increase of age under every sodium hydroxide content; the electrical resistivity and unconfined compression strength are increased with the increase of sodium hydroxide content under every age; the unconfined compression strength of cemented soil has a linear correlation with the increase of electrical resistivity. The change of electrical resistivity is because of conductive pore structure and the number of ions. The electrical resistivity of cemented soil is higher, the integral structure conductivity is weaker, the link between soil particles is more closely, the porosity ratio is smaller, the pore connectivity is poorer, the unconfined compression strength of cemented soil is higher.
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