岩土力学 ›› 2022, Vol. 43 ›› Issue (S1): 55-66.doi: 10.16285/j.rsm.2022.0029

• 基础理论与实验研究 • 上一篇    下一篇

差异含水率下全风化混合花岗岩抗剪强度 与微观结构试验研究

汤华1,严松1, 2,杨兴洪3,吴振君1   

  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. 云南交投集团公路建设有限公司,云南 昆明 650200
  • 收稿日期:2022-01-06 修回日期:2022-05-26 出版日期:2022-06-30 发布日期:2022-07-13
  • 通讯作者: 严松,男,1994年生,硕士研究生,主要从事特殊土工程性质的研究。E-mail: songYan_whrsm@163.com E-mail:htang@whrsm.ac.cn
  • 作者简介:汤华,男,1978年生,博士,研究员,博士生导师,主要从事工程地质方面的研究工作。
  • 基金资助:
    云交科教(2018)45号。

Shear strength and microstructure of completely decomposed migmatitic granite under different water contents

TANG Hua1, YAN Song1, 2, YANG Xing-hong3, WU Zhen-jun1   

  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. Yunnan Communication Investment & Construction Group Highway Construction Co., Ltd., Kunming, Yunnan 650200, China
  • Received:2022-01-06 Revised:2022-05-26 Online:2022-06-30 Published:2022-07-13
  • Supported by:
    This work was supported by the Department of Transport of Yunnan Province (2018 No. 45).

摘要: 全风化混合花岗岩是一类成因极为特殊的岩石,当前对其力学性质和微观结构研究极少。为探究临沧全风化混合花岗岩宏观强度特性与微观结构间的联系,对不同含水率试样开展三轴试验和扫描电镜测试,提取计算表征颗粒和孔隙尺寸、形态与定向特征的微观结构参数,对比分析这些微观结构参数的变化规律,揭示了控制全风化混合花岗岩宏观强度特性的微观机制。研究结果表明:随着含水率升高,试样应力−应变曲线表现出差异化的硬化特征,抗剪强度显著劣化,内摩擦角呈线性趋势衰减,而黏聚力则上下波动;低含水率状态下,试样孔隙分布以微、小孔为主,颗粒形态多为角状和次角状的长条形且具有一定的定向性;随着含水率升高,孔隙含量呈上升趋势,形成了分布均匀的蜂窝状中、大孔且在轴向荷载作用下更容易被压缩,颗粒的形态向圆形发展,整体分布表现为混乱无序,定向性较差。全风化混合花岗岩的力学性质表现本质上是微观颗粒、孔隙结构相互作用的结果,含水率升高弱化了粗颗粒间的摩擦性,黏土颗粒遇水产生不均匀膨胀,在微观层面上直接导致孔隙的贯通、粗化以及充填结构的损伤、破坏,继而在宏观层面上表现出力学性能下降。研究成果为全风化混合花岗岩力学性质及微观结构损伤演化的认知提供了有益参考。

关键词: 全风化混合花岗岩, 抗剪强度, 微观结构, 含水率, 颗粒, 孔隙

Abstract: Completely decomposed migmatitic granite(CDMG)is a kind of rock with special genesis, but there is little research on its mechanical properties and microstructure. In order to explore the relationship between macroscopic strength characteristics and microstructure of Lincang CDMG, triaxial tests and scanning electron microscopy tests were carried out on samples with different moisture contents, and the microstructure parameters that characterized the size, morphology and orientation of particles and pores were extracted and calculated. By investigating these microstructure parameters, the micro mechanism controlling the macroscopic strength characteristics of CDMG is revealed. The results show that with the increase of moisture content, the stress-strain curve of the sample exhibits a dissimilar hardening effect, the shear strength deteriorates significantly, the internal friction angle decreases linearly, and the cohesion fluctuates up and down. Under the condition of low moisture content, the samples are mainly characterized by micro and small pores, and the particle morphology is mostly angular and sub-angular strip with certain orientation. With the increase of moisture content, the pore content shows an upward trend, forming evenly distributed honeycomb medium and large pores, which are easier to be compressed under axial load. The shape of particles develops to be round, and the overall distribution is disorderly and poorly oriented. Comprehensive analysis of the above results shows that the mechanical properties of CDMG are essentially the result of the interaction between microscopic particles and pore structure. The increase of moisture content weakens the friction between coarse particles, resulting in uneven expansion of clay particles, which leads to pore connection and coarsening and damage of filling structure at the micro level, and then shows mechanical properties reduction at the macro level. The research results provide useful reference for the cognition of mechanical properties and microstructure damage evolution of CDMG.

Key words: completely decomposed migmatitic granite, shear strength, microstructure, moisture content, particle, pore

中图分类号: TU443
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