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陈康, 刘先峰, 蒋关鲁, 袁胜洋, 马杰, 陈忆涵. 水汽循环下红层泥岩填料力学性能演变规律研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240593
引用本文: 陈康, 刘先峰, 蒋关鲁, 袁胜洋, 马杰, 陈忆涵. 水汽循环下红层泥岩填料力学性能演变规律研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20240593
Evolution on mechanical properties of red mudstone fill material subjected to long-term relative humidity cycles[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240593
Citation: Evolution on mechanical properties of red mudstone fill material subjected to long-term relative humidity cycles[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240593

水汽循环下红层泥岩填料力学性能演变规律研究

Evolution on mechanical properties of red mudstone fill material subjected to long-term relative humidity cycles

  • 摘要: 摘要:红层泥岩填料水敏性高,随季节交替,路基因长期水汽循环导致力学性能不断演变。为研究环境湿度变化下红层泥岩填料力学特性演变规律,开展了不同幅度的长期水汽循环试验(230d)、无侧限抗压试验、弯曲元试验和动三轴试验。此外,还开展了连续滴水扫描电镜(SEM)试验观察试样微观结构在增湿-干燥过程中的演变规律。结果表明:高幅度循环下,试样在干侧(低湿度)下干燥产生体缩,强度高于初始状态,在湿侧(高湿度)下产生体胀,强度低于初始状态。随循环次数增加,试样强度、小应变刚度和回弹模量均产生了衰减。低幅度循环下,试样在干侧和湿侧均产生体胀,强度和小应变刚度随次数不断降低。构建了力学性能-累积体变的演变方程,统一描述了不同循环幅度下填料强度和刚度演变规律。连续滴水SEM试验结果表明,填料在干燥-增湿过程中不可逆的团粒松散崩解和裂缝衍生是导致力学性能下降的主要原因。

     

    Abstract: Abstract:Red mudstone fill material (RMF) is highly sensitive to water content. Evolution on mechanical properties of RMF subgrade during long-term relative humidity cycles would be induced by the change of seasons. The long-term relative humidity (RH) cycles (250 days) with various amplitudes were imposed on RMF. After RH cycles, the unconfined compression, bender element tests and cyclic triaxial tests were performed to investigate the degradation on unconfined compression strength and small strain stiffness. In addition, the Scanning Electronic Microscopy (SEM) tests were employed to examine the microstructure evolution of water dripped specimen during wetting and drying. For the high amplitude of RH cycles, the specimens on the dry side (low RH) have shown shrinkage that and higher strength compared to initial state. The swelling and lower strength is observed in specimen on the wet side (high RH). Degradation on the strength, small strain stiffness and resilient modulus have been clearly observed with RH cycles. For the low amplitude, the specimen has swollen on both wet side and dry side, causing a progressive reduction in strength and small strain stiffness. A unified framework is proposed capture the evolution on strength and stiffness with irreversible volumetric strain under different amplitude of RH cycles. SEM micrograph of water-dripped specimen indicates that the degradation on mechanical properties can be mainly ascribed to irreversible slaking of aggregate and crack propagation.

     

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