冻融循环作用下砂质黄土强度劣化特性及影响因素研究
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TU411

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国家自然科学基金资助项目(41877247);榆林市地质灾害成灾规律与风险管控研究项目(SQZB2021-135)


Study on Strength Deterioration Characteristics and Influencing Factors of Sandy Loess Under Freeze-Thaw Cycles
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    摘要:

    为揭示砂质黄土在冻融循环作用下的强度特性,以榆林子洲某地砂黄土为研究对象,对其进行不同初始条件的冻融循环试验,并测定土体冻融后的三轴剪切强度。结果表明:砂黄土冻融后表面出现明显的结构破坏现象;土体粘聚力随着冻融循环次数增加先减小然后有所回升,土体冻融后的粘聚力随初始含水率的增加而减小,冻结温度对不同含水率土体粘聚力的影响不同;土体内摩擦角在冻融循环作用下有所减小,总体下降量不大;土体强度下降主要受粘聚力劣化影响;高含水率极端低温冻结及低含水率较高温冻结均加速了冻融循环作用对土体强度的破坏。

    Abstract:

    To reveal the strength characteristics of sandy loess under freeze-thaw cycles, taking sandy loess in Zizhou, Yulin, as a research object, the freeze-thaw cycle experiments on the sandy loess with different initial conditions was carried out, and the triaxial shear strength of the soil was determined after freezing and thawing. The results showed that:the surface of sandy loess after freezing and thawing showed a obvious structural damage phenomenon; the cohesion of soil body decreased with the increase of the number of freeze-thaw cycles firstly and then rebounded; the cohesive force of soil body after freezing and thawing decreased with the increase of the initial water content, and the freezing temperature had different influences on the cohesive force of soil body of different water content. It was also found that the friction angle of soil body decreased under freeze-thaw cycles, but the overall decrease was not significant and the decrease of soil body strength was mainly affected by the deterioration of cohesive forces. Both extreme low-temperature freezing at higher water contents and higher-temperature freezing at lower water contents accelerate the destruction of soil strength under freeze-thaw cycles.

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卢智,谢波,宋飞,邓军涛.冻融循环作用下砂质黄土强度劣化特性及影响因素研究[J].河北工程大学自然版,2023,40(4):106-112

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  • 收稿日期:2023-03-09
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  • 在线发布日期: 2024-01-08
  • 出版日期: 2023-12-25
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