Hybrid hyperspectral imaging with surface hardness for recognizing Spatial deterioration of discontinuous carbonate rock slope

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Chiwei Chen, Haiqing Yang, Lichuan Chen, Guizhong Huang, Jianghua Ni, Yulin Zou
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Abstract

The presence of fractures in discontinuous carbonate rock slopes affects the mechanical properties, which are vital for analyzing the deterioration of hydro-fluctuation belt. However, the spatial deterioration difference of rock mass discontinuities with the environment of reservoir water level fluctuation remains poorly understood. To investigate the deterioration of hydro-fluctuation belt, the phenomenon that the degree of water-rock interaction weakens with elevation is verified by the strength characteristics of the rock mass. Considering that chemical dissolution plays a non-negligible role in the deterioration of carbonate rock, the correlation was constructed between the spectral response based on chemical composition and the mechanical properties characterized by Schmidt hammer rebound value. The comparison shows that the normalized differential spectral index is optimal for describing this correlation. Subsequently, the discontinuities of rock mass can be distinguished as high hardness, low hardness, micro-fracture, and opening using the SG-CARS-PLS inversion model with nine characteristic wavelengths. The findings demonstrate that the characteristics of rock mass discontinuities can be quantified by the constructed spectral index. The development rate of the micro-fracture and opening areas obtained from spectral identification increases with the submergence frequency of water level. The deterioration of the carbonate rock slope progresses from micro-fractures to openings, and ultimately to the intersection of fractures. These evolutions are controlled by the stratification plane. As a result, identifying fractures on discontinuities is critical for assessing the deterioration of carbonate rock hydro-fluctuation belt. It serves as a warning sign of geological hazards in the Three Gorges Reservoir Area.

基于表面硬度的混合高光谱成像识别非连续碳酸盐岩边坡空间劣化
非连续碳酸盐岩边坡裂缝的存在影响其力学性质,这对分析水力涨落带的恶化具有重要意义。然而,岩体不连续面随水库水位波动环境的空间劣化差异尚不清楚。为了研究消落带的恶化,通过岩体的强度特征验证了水岩相互作用程度随高程减弱的现象。考虑到化学溶蚀作用在碳酸盐岩变质过程中起着不可忽视的作用,建立了基于化学成分的光谱响应与以施密特锤回弹值表征的力学性能之间的相关性。比较表明,归一化微分光谱指数是描述这种相关性的最佳方法。随后,利用具有9个特征波长的SG-CARS-PLS反演模型,将岩体结构面划分为高硬度面、低硬度面、微裂隙面和开口面。研究结果表明,所构建的谱指数可以量化岩体结构面特征。光谱识别得到的微裂缝和开口区域的发育速度随水位淹没频率的增加而增加。碳酸盐岩边坡的恶化是由微裂缝到开口,最终到裂缝相交的过程。这些演化受层理面控制。因此,识别不连续面上的裂缝是评价碳酸盐岩水力波动带恶化的关键。它是三峡库区地质灾害的预警标志。
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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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