岩土力学 ›› 2024, Vol. 45 ›› Issue (S1): 195-207.doi: 10.16285/j.rsm.2023.1141

• 基础理论与实验研究 • 上一篇    下一篇

循环荷载作用下干燥与饱和泥质粉砂岩变形特性及其能量演化规律

吴鹏1, 2,陈健1, 2, 3, 4, 5, 6,付晓东1, 2,黄珏皓1, 2, 3, 4   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071;2. 中国科学院大学,北京 100049; 3. 湖北省环境岩土工程重点实验室,湖北 武汉 430071;4. 岩土力学与工程国家重点实验室宁波工程学院工程软土实验中心,浙江 宁波 315211; 5. 中国?巴基斯坦地球科学研究中心,伊斯兰堡,巴基斯坦;6. 水下隧道技术国家地方联合工程研究中心,湖北 武汉 430063
  • 收稿日期:2023-07-29 接受日期:2023-11-10 出版日期:2024-09-18 发布日期:2024-09-19
  • 通讯作者: 陈健,男,1972年生,博士,研究员,主要从事岩土工程随机场理论与岩土地下工程和地下空间开发研究工作。E-mail: jchen@whrsm.ac.cn
  • 作者简介:吴鹏,男,1999年生,博士研究生,主要从事岩土力学及工程方面的研究。E-mail: wupeng21@mails.ucas.ac.cn
  • 基金资助:
    国家自然科学基金面上基金资助项目(No.52079135);国家自然科学基金青年基金资助项目(No.51909259)

Deformation characteristics and energy evolution pattern of both dry and saturated argillaceous siltstone under cyclic load applications

WU Peng1, 2, CHEN Jian1, 2, 3, 4, 5, 6, FU Xiao-dong1, 2, HUANG Jue-hao1, 2, 3, 4   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. Hubei Key Laboratory of Geo-Environmental Engineering, Wuhan, Hubei 430071, China; 4. The Soft Soil Research Center in Ningbo University of Technology, State Key Laboratory of Geomechanics and Geotechnical Engineering, Ningbo, Zhejiang 315211, China; 5. China-Pakistan Joint Research Center on Earth Sciences, Islamabad, Pakistan; 6. National-Local Joint Engineering Research Center of Underwater Tunneling Technology, Wuhan, Hubei 430063, China
  • Received:2023-07-29 Accepted:2023-11-10 Online:2024-09-18 Published:2024-09-19
  • Supported by:
    This work was supported by the General Fund of the National Natural Science Foundation of China (52079135) and the China Youth Fund of National Natural Science Foundation of (51909259).

摘要: 泥质粉砂岩是岩土工程中常见的亲水性岩石,受水和循环荷载作用力学特性变化显著。因此,系统地研究不同干湿条件下泥质粉砂岩在循环荷载作用下的力学行为对指导工程设计、提高灾害预报的准确性具有重要意义。对湖北十堰泥质粉砂岩干燥与饱和试样进行了不同频率和围压下的三轴循环加载试验,对比分析了干燥与饱和试样的强度与变形特性以及频率和围压对其力学特性的影响,并从能量角度阐明了泥质粉砂岩在循环荷载下的力学机制。结果表明:(1)与干燥试样相比,饱和试样强度和模量明显下降,滞回圈向应变增大方向移动更明显;(2)干燥试样变形随频率增加较小,而频率增加则会明显加速饱和试样的劣化;(3)较小的围压可限制饱和试样裂隙发展,但围压过大则会加速饱和试样破坏;(4)高频下干燥试样能量消耗率与耗散能小于低频情况,饱和后耗散能随频率增大而增加,低围压下饱和试样耗散能基本不变,围压较大时耗散能增加显著;(5)围压增加,干燥试样破坏形态变为共轭剪切破坏,饱和试样破坏面角度增大。

关键词: 循环荷载, 频率, 围压, 泥质粉砂岩, 饱和

Abstract: Argillaceous siltstone, a common hydrophilic rock in geotechnical engineering, experiences notable variations in its mechanical properties due to the influence of water and cyclic loading. Therefore, a systematic investigation into the mechanical behavior of argillaceous siltstone under cyclic loading in different wet-dry conditions is essential for guiding engineering design and improving disaster prediction accuracy. This study conducted triaxial cyclic loading tests on dry and saturated argillaceous siltstone samples collected from Shiyan, Hubei Province, varying the frequencies and confining pressures. The research involved a comparative analysis of the strength and deformation characteristics of dry and saturated specimens, examining the influence of frequency and confining pressure on their mechanical behavior. the mechanical mechanisms of argillaceous siltstone under cyclic loading were further elucidated from the perspective of energy. The findings indicate that, (1) saturated samples exhibit a substantial decrease in strength and modulus compared to dry samples, accompanied by a more pronounced movement of the hysteresis loop towards higher strain; (2) deformation of dry samples increases slightly with frequency, while the degradation of saturated samples is markedly accelerated at higher frequencies; (3) lower confining pressures can restrict crack development in saturated samples, but the excessive confining pressure accelerates their deterioration; (4) energy consumption rate and dissipated energy of dry samples under high frequency are lower than those under low frequency, while saturated samples display an increase in dissipated energy at higher frequencies, remaining relatively constant at low confining pressures and significantly increasing at high confining pressures; and (5) the failure mode of dry samples shifts towards conjugate shear damage as the confining pressure increases, whereas the angle of the failure surface in saturated samples also increases.

Key words: cyclic loading, frequency, confining pressure, argillaceous siltstone, saturation

中图分类号: TU45
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