首页|层状灰岩酸蚀化学-力学损伤演化机制研究

层状灰岩酸蚀化学-力学损伤演化机制研究

扫码查看
为研究酸性水对碳酸盐岩溶蚀-力学特性的影响,在固定时间、常温常压状态下,将不同倾角层理的灰岩岩样分别放在pH=3、4、5的酸液中进行固定流速溶蚀试验,并对溶蚀试验后的岩样进行单轴压缩、声发射(AE)及电镜扫描试验(SEM),获得岩样酸蚀前后质量、波速、Ca2+/Mg2+浓度、峰值强度、弹性模量、声发射振铃计数等指标的变化规律,分别采用溶蚀前后波速变化、声发射累积振铃计数表征岩样的化学溶蚀损伤和力学损伤,建立灰岩全变形过程的化学-力学损伤演化方程.试验结果表明,溶液酸性强度与岩样溶蚀率成正比,与宏观力学强度成反比,并且层理倾角对溶蚀的影响程度为90°>0°>45°.在酸性环境中,灰岩内部晶体被溶解,矿物联结减弱,从而引起宏观力学参数的改变,研究结果可以为废弃矿山岩体稳定评价提供参考.
STUDY ON CHEMICAL AND MECHANICAL DAMAGE EVOLUTION MECHANISM OF BEDDED LIMESTONE IN ACID CORROSION
This paper studies the influence of acidic water on the corrosion-mechanical properties of carbonate rocks.Limestone samples with different dip angles were immersed and dissolved in acid solution at a fixed flow rate and normal temperature at pH=3,4,and 5,respectively.The dissolved samples were subjected to uniaxial com-pression,acoustic emission(AE),and scanning electron microscope(SEM)tests.The changes in indicators such as mass,wave velocity,Ca2+/Mg2+ concentration,peak strength,elastic modulus,and AE ringing counts before and after acid erosion were obtained.The chemical and mechanical damage were characterized by changes in wave ve-locity and AE cumulative ringing count,and the full deformation process and chemical-mechanical damage evolu-tion equation were established.The results show that acidity of the solution is proportional to the degree of dissolu-tion of the rock sample,inversely proportional to the macroscopic mechanical strength,and the influence of dip an-gle on dissolution is 90°>0°>45°.In the acidic environment,the internal crystals of tuffs are dissolved,the mineral connections are weakened,thus causing changes in macro-mechanical parameters.The results can provide a refer-ence for the evaluation of rock stability in abandoned mines.

Bedded limestoneAcid dissolutionChemical-mechanical damageDamage evolutionAcoustic e-mission

付丽、左双英、王露、陈世万、李豪逸

展开 >

贵州大学,资源与环境工程学院,贵阳 550025,中国

贵州大学,喀斯特地质资源与环境教育部重点实验室,贵阳 550025,中国

层状灰岩 酸性溶蚀 化学-力学损伤 损伤演化 声发射

国家自然科学基金项目贵州省科学技术基金重点项目贵州省科学技术基金

42167025[2020]1Z052[2020]1Y185

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(2)
  • 54