基于原位核磁共振的饱和砂岩冻融循环过程中未冻水含量及损伤演化特征

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Shuailong Lian, Lianyang Zhang, Yanlin Zhao, Qiuhong Wu, Can Du, Wen Wan
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引用次数: 0

摘要

准确测定未冻水含量对评价孔隙水冻结过程和揭示冻害机理具有重要意义。本研究设计了一套配备低温热循环系统的原位低场核磁共振(LF-NMR)测试系统,进行冻融循环试验。采用LF-NMR技术研究了粗粒砂岩、中粒砂岩、细粒砂岩三种砂岩试样的孔隙水冻结过程。结果表明:随着温度的降低,3种砂岩试样的自由水含量急剧下降,自由水信号强度和峰区在0℃~ -5℃范围内显著减小,而存在于小孔隙中的束缚水需要更低的冻结温度;等效平均孔径越大,水冰转化率越快。试样中可动水越多,试样内部产生的冻胀力越大。在0 ~ -10℃范围内,冻胀应变急剧增大,随着温度的降低逐渐变缓。孔隙度最高的粗粒砂岩冻结隆起应变最大,孔隙度最低的细粒砂岩冻结隆起应变最小。粗粒砂岩的冻害较其他两种砂岩更为严重。纵波速度和扫描电镜(SEM)测试也表明,在冻融循环作用下,粗粒砂岩比细粒砂岩损伤更严重。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evolution characteristics of unfrozen water content and damage for saturated sandstone during freezing–thawing cycle process based on the in-situ nuclear magnetic resonance

The accurate determination of unfrozen water content is significant to evaluating the freezing process of pore water and to revealing the freezing damage mechanism. In this study, an in-situ low filed nuclear magnetic resonance (LF-NMR) testing system equipped with a low temperature thermal cycle system were designed to conduct freezing–thawing cycle tests. The pore water freezing process of three sandstone samples (Coarse-grained sandstone, Medium-grained sandstone, Fine-grained sandstone) was studied by using the LF-NMR technology. The results indicate that the free water content of the three sandstone samples decreases sharply as the temperature decrease, the free water signal intensity and peak region decrease significantly from 0℃ to -5 ℃, whereas bound water that exists in small pores needs a much lower temperatures to freezing. The larger the equivalent average pore size, the faster the water–ice conversion rate. The more movable water the sample contains, the greater the frost heaving force generated inside the sample. At the temperature range of 0 ~ -10 ℃, the freezing-heaving strain increasing sharply, and gradually become gentle as the temperature declining. Coarse-grained sandstone with the highest porosity has the largest freezing-heaving strain, while the Fine-grained sandstone with the lowest porosity has the smallest freezing-heaving strain. The freezing damage of Coarse-grained sandstone is more serious than the other two sandstone. P-wave velocities and scanning electron microscope (SEM) test also indicate that Coarse-grained sandstone has more serious damage than Fine-grained sandstone subjected to freezing–thawing cycle.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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