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Rock Mass Characterization by High-Resolution Sonic and GSI Borehole Logging

机译:高分辨率声波和GSI钻孔测井对岩体的表征

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摘要

We investigate the relationships between the in situ P-wave velocity (Vp) of rock masses, measured by borehole acoustic logging, and their Geological Strength Index (GSI), to support a reliable assessment of equivalent continuum rock mass properties at depth. We quantified both Vp and GSI in three deep boreholes drilled in a crystalline core complex of the central Italian Alps. The boreholes were driven up to 400 m in depth and provided high-quality drill cores in gneiss, schist and metasedimentary rocks with variable lithology. Geological and geomechanical logging was carried out for over 800 m of cores, and acoustic logging was performed for more than 600 m of borehole length. High-resolution core logging in terms of GSI was obtained using an original quantitative approach. Candidate empirical correlation functions linking Vp and GSI were tested by a two-step statistical analysis of the experimental dataset, including outlier removal and nonlinear regression analysis. We propose a sigmoid Vp-GSI equation valid over a depth range between 100 and 400 m. This accounts for extremely variable lithological, weathering and rock mass damage conditions, complementing existing shallow-depth approaches and showing potential for practical applications in different engineering settings.
机译:我们调查了通过钻孔声波测井仪测量的岩体的原位P波速度(Vp)与它们的地质强度指数(GSI)之间的关系,以支持对深处等效连续岩体特性的可靠评估。我们对意大利中部阿尔卑斯山一个晶体岩心复合体中钻出的三个深孔中的Vp和GSI进行了定量。钻孔深度达到400 m,并在片岩变质的片麻岩,片岩和准沉积岩中提供了高质量的岩心。对超过800 m的岩心进行了地质和地质力学测井,对超过600 m的井眼长度进行了声波测井。使用原始定量方法获得了以GSI表示的高分辨率岩心测井。通过对实验数据集进行两步统计分析,包括离群值去除和非线性回归分析,测试了连接Vp和GSI的候选经验相关函数。我们提出了一个在100至400 m深度范围内有效的S型Vp-GSI方程。这说明了极端可变的岩性,风化和岩体破坏条件,补充了现有的浅深度方法,并显示了在不同工程环境中的实际应用潜力。

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