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牛丽思, 张爱军, 王毓国, 韩婧文, 赵佳敏, 胡锦方. NaCl含量对伊犁原状黄土湿陷和溶陷特性的影响[J]. 岩土工程学报, 2020, 42(S2): 67-71. DOI: 10.11779/CJGE2020S2012
引用本文: 牛丽思, 张爱军, 王毓国, 韩婧文, 赵佳敏, 胡锦方. NaCl含量对伊犁原状黄土湿陷和溶陷特性的影响[J]. 岩土工程学报, 2020, 42(S2): 67-71. DOI: 10.11779/CJGE2020S2012
NIU Li-si, ZHANG Ai-jun, WANG Yu-guo, HAN Jing-wen, ZHAO Jia-min, HU Jin-fang. Effects of NaCl content on water collapsibility and salt collapsibility of undisturbed Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 67-71. DOI: 10.11779/CJGE2020S2012
Citation: NIU Li-si, ZHANG Ai-jun, WANG Yu-guo, HAN Jing-wen, ZHAO Jia-min, HU Jin-fang. Effects of NaCl content on water collapsibility and salt collapsibility of undisturbed Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 67-71. DOI: 10.11779/CJGE2020S2012

NaCl含量对伊犁原状黄土湿陷和溶陷特性的影响

Effects of NaCl content on water collapsibility and salt collapsibility of undisturbed Ili loess

  • 摘要: 基于对易溶盐溶解是发生溶陷变形根本原因的认识,对黄土湿陷试验进行扩展,开展了不同NaCl含量的伊犁原状黄土样的原含水率、浸纯水和浸饱和NaCl溶液三种黄土压缩试验,实现了湿陷和溶陷的区分,探究了NaCl含量对压缩、湿陷和溶陷特性的影响规律。研究结果表明:通过以上三种试验能很好地区分湿陷和溶陷,当NaCl含量较小时,湿陷作用较大,随NaCl含量的增加,影响变形的主导作用由湿陷作用逐渐转向溶陷作用,当NaCl含量为10 g/kg左右时两种作用基本相等;随NaCl含量的增加,峰值溶陷系数呈幂函数增加,峰值湿陷系数呈线性减小,起始溶陷压力呈指数降低;施加垂直压力后,试样高度呈先陡后缓的减小趋势,变形稳定时间随垂直压力的增大而增长。

     

    Abstract: Based on the understanding that the dissolution of soluble salt is the root cause of salt collapsible deformation, three kinds of loess compression tests are carried out on undisturbed Ili loess samples with different NaCl contents, namely, original water content, soaked in pure water and saturated NaCl solution, which is an extension of loess collapsibility test. The difference between water collapse and salt collapse is achieved, and the influences of NaCl content on the characteristics of compression, water collapsibility and salt collapsibility are investigated. The results show that the above three kinds of tests can well distinguish the water collapse and salt collapse. When the NaCl content is small, the water collapse is greater, and with the increase of NaCl content, the leading role of deformation is gradually changed from the water effect to the salt effect. When the NaCl content is about 10 g/kg, the two effects are almost equal. With the increase of NaCl content, the peak salt collapse coefficient increases as a power function, while the peak water collapse coefficient decreases linearly and the starting pressure of salt collapse decreases exponentially. When the vertical pressure is applied, the height of the sample decreases from steeply to slowly, the time of deformation stabilization increases with the increase of vertical pressure.

     

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