基于岩石可钻性指标随钻测量法的岩石强度和裂缝实时确定:现场研究

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2025-01-28 DOI:10.1007/s10064-025-04117-1
Fangyuan Xiao, Kai Zhang, Xinran Xue, Bailong Ma, Tao Jiang, Lianjie Fu
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引用次数: 0

摘要

在地下工程中,了解岩石强度参数是岩石分类和评价的基础,对支护系统的设计和优化具有重要影响。目前的研究重点是钻井过程中岩石状况的实时评估方法。采用与随钻测量(MWD)相关的无因次岩石可钻性指标(Id),通过现场钻井试验实时评价围岩地质条件。该研究使用MWD系统和钻井摄像机检测系统进行了现场钻井测试。结果表明,岩样内径与岩石强度(单轴抗压强度)呈幂函数关系(负相关)。此外,在各种钻井条件下,包括使用PDC钻头和岩心钻头,Id仍然是评估岩石强度的可靠方法。对比两种评价方法(比能法和Id法)的结果表明,使用Id法评价岩石强度的适用范围和稳定性优于比能法。岩石破裂带内Id的显著波动表明,Id可以准确预测此类带的存在。这些发现证实了Id是稳定的,可以广泛应用于评估围岩强度和预测裂隙带的存在。
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Real-time rock strength and fractures determination based on Measurement while drilling method via rock drillability index: an in-situ study

In underground engineering, understanding rock strength parameters is fundamental for rock classification and evaluation, significantly influencing the design and optimization of support systems. Present research emphasizes real-time assessment methods for rock conditions during drilling operations. Employing the dimensionless rock drillability index (Id) proposed in connection with Measurement While Drilling (MWD), it allows real-time evaluation of geological conditions in the surrounding rock through in-situ drilling tests. This study conducted in-situ drilling tests using both the MWD system and a drilling camera detection system. The results indicate a power function relationship (negative correlation) between Id and rock strength (uniaxial compressive strength). Furthermore, under various drilling conditions, including the use of Polycrystalline Diamond Compact (PDC) bits and core bits, Id continues to be a reliable method for assessing rock strength. A comparison of results from the two evaluation methods, Id and specific energy, demonstrates that the application scope and stability of using Id to assess rock strength superiors that of specific energy. Significant fluctuations in Id within rock fracture zones suggest that Id can accurately predict the presence of such zones. These findings affirm that Id is stable and widely applicable for assessing the strength of the surrounding rock and predicting the presence of fracture zones.

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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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