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汤连生, 陈洋, 叶扬海, 周子潇, 程子华. Na2SO4溶液对花岗岩残积土物理力学特性的影响规律[J]. 岩土工程学报, 2023, 45(10): 2139-2147. DOI: 10.11779/CJGE20220858
引用本文: 汤连生, 陈洋, 叶扬海, 周子潇, 程子华. Na2SO4溶液对花岗岩残积土物理力学特性的影响规律[J]. 岩土工程学报, 2023, 45(10): 2139-2147. DOI: 10.11779/CJGE20220858
TANG Liansheng, CHEN Yang, YE Yanghai, ZHOU Zixiao, CHENG Zihua. Influences of Na2SO4 solution on physical and mechanical properties of granite residual soil[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(10): 2139-2147. DOI: 10.11779/CJGE20220858
Citation: TANG Liansheng, CHEN Yang, YE Yanghai, ZHOU Zixiao, CHENG Zihua. Influences of Na2SO4 solution on physical and mechanical properties of granite residual soil[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(10): 2139-2147. DOI: 10.11779/CJGE20220858

Na2SO4溶液对花岗岩残积土物理力学特性的影响规律

Influences of Na2SO4 solution on physical and mechanical properties of granite residual soil

  • 摘要: 花岗岩残积土所处水化学环境的变化会影响其物理力学性质和微观结构。为了探索不同浓度Na2SO4溶液浸泡7/14 d对花岗岩残积土物理力学性质的影响,利用自行研制的水土化学循环系统开展了对其电阻率、界限含水率、压缩性、抗剪强度、矿物成分和微观结构变化规律的研究。试验表明:Na2SO4溶液浓度增大可以使其电阻率和界限含水率减少。随着盐浓度增大,浸泡7 d时花岗岩残积土的压缩性先上升后下降。当浸泡14 d时,花岗岩残积土的压缩性整体呈上升趋势。抗剪强度、黏聚力和内摩擦角随着盐浓度上升整体先减小后增大。浸泡14 d时,花岗岩残积土的内摩擦角随着盐浓度上升整体增大。SEM图像显示花岗岩残积土经Na2SO4溶液浸泡后呈絮凝结构土颗粒明显粗化。研究结果可为Na2SO4溶液影响土体后其物理力学性质的变化规律提供一定的参考价值。

     

    Abstract: The change of hydrochemical environment of granite residual soil will affect its physical and mechanical properties and microstructure. In order to explore the effects of immersion in Na2SO4 solution with different concentrations for 7 and 14 days on the physical and mechanical properties of the granite residual soil, the self-developed water and soil chemical cycle system is used to study the change rules of its resistivity, boundary moisture content, compressibility, shear strength, mineral composition and microstructure. The tests show that increasing the concentration of Na2SO4 solution can reduce its resistivity and limit moisture content. With the increase of the salt concentration, the compressibility of the granite residual soil increases first and then decreases after soaked for 7 days. When soaked for 14 days, the compressibility of the granite residual soil exhibits an overall upward trend. The shear strength, cohesion and internal friction angle first decrease and then increase with the increase of the salt concentration. After soaked for 14 days, the internal friction angle of the granite residual soil increases as the salt concentration increases. The SEM images show that the granite residual soil is in flocculation structure after soaked in Na2SO4 solution, and the soil particles are obviously coarsened. The research results may provide a certain reference value for the change laws of physical and mechanical properties of Na2SO4 solution after it affects the soil.

     

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