首页|水岩循环对变质砂岩微观结构损伤与宏观力学劣化影响机理研究

水岩循环对变质砂岩微观结构损伤与宏观力学劣化影响机理研究

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为研究水岩循环过程中变质砂岩矿物成分及微观结构变化对宏观物理力学参数弱化的影响,通过水岩循环试验,对变质砂岩微观矿物成分、结构在水岩循环过程中的演化机制及其与宏观物理力学参数相互关系开展了研究.研究结果表明,岩石各项物理力学指标随着水岩循环次数的增加而不断衰减,其衰减速率随循环次数增加而减缓.水岩循环后岩石抗压强度试验表明,应力-应变曲线中初始裂隙压密阶段随着循环次数的增加而出现并且变得明显,岩石试样破坏特征有随着循环次数的增加由剪切破坏向拉张破坏转变的趋势.结合XRD和SEM试验手段对矿物成分及微观孔隙平面面积的变化进行了统计,分析认为绿泥石、云母、斜长石等矿物的水化溶蚀作用以及微观孔隙的水化扩展,是造成岩石损伤的主要原因.因此,提出利用矿物成分劣化度Dm和微观结构劣化度Dc的概念来表达岩石水岩循环微观损伤量化指标,并建立了水岩循环作用下受矿物成分及微观结构影响下的岩石物理力学参数弱化的回归模型.该模型的提出能够为水岩循环下相关物理力学参数的选取提供参考.
STUDY ON THE INFLUENCE MECHANISM OF WETTING-DRYING CY-CLES ON METAMORPHIC SANDSTONES MICROSTRUCTURE DAMAGE AND MACROSCOPIC MECHANICAL DETERIORATION
To study the effect of different mineral compositions and microstructures on the weakening of metamor-phic rock macroscopic physical and mechanical parameters during wetting-drying cycles,wetting-drying cycle tests were conducted.The evolution mechanism and mutual relationship of macroscopic physical and mechanical parame-ters with the microscopic mineral composition and structure of metamorphic sandstone were investigated.The results show that the physical and mechanical parameters of the rock decrease with an increase in the number of wetting-dr-ying cycles,and the decrease ratio slows down with an increase in the number of cycles.Uniaxial compressive tests of rock samples after cycling demonstrate that the initial crack compaction phenomenon appears in the stress-strain curve and becomes more obvious with an increase in the number of cycles.The failure characteristics of rock sam-ples change from shear failure to tensile failure with an increase in the cycle numbers.Combined with XRD and SEM tests,the changes in mineral composition and microscopic pore area are statistically analyzed.It is concluded that the hydration and dissolution of chlorite,mica,plagioclase,and the hydration and expansion of microscopic pores are the main reasons for rock damage.Therefore,the concepts of mineral composition degradation degree(Dm)and microstructure degradation degree(Dc)are proposed to quantify rock water-rock cycle microscopic dam-age,and a regression model for the weakening of rock physical and mechanical parameters under the influence of mineral composition and microstructure under the water-rock cycle is established.The proposed model provides a reference for predicting the value of rock physical and mechanical parameters under various wetting-drying cycle numbers.

Wetting-drying cyclesMechanical parametersMicrostructure changesWeakening mechanismRock damage characteristics

曹廷、何刘、王维、顾峰

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中国电建集团成都勘测设计研究院有限公司,成都 610072,中国

西南交通大学,地球科学与环境工程学院,成都 611756,中国

水岩循环 物理力学参数 微观结构变化 弱化机制 岩石损伤特性

中国电建集团成都勘测设计研究院有限公司科研项目

P39718

2024

工程地质学报
中国科学院地质与地球物理研究所

工程地质学报

CSTPCD北大核心
影响因子:1.215
ISSN:1004-9665
年,卷(期):2024.32(1)
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