复杂高陡边坡三维大采样窗内岩石不连续性平均轨迹长度的无分布估计

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Sicong Wang , Shengyuan Song , Baotian Li , Mingyu Zhao , Yongchao Li , Dianze Liu
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引用次数: 0

摘要

迹线长度是反映不连续性大小的重要指标,通常可以通过在岩体表面设置取样窗口来估算。然而,在地形陡峭、高低不平的高陡岩坡上,传统方法很难选择合适的平面取样窗。因此,在这种情况下准确估算平均轨迹长度成为亟待解决的问题。本研究提出了一种无分布方法,用于估算复杂高陡边坡大窗口内不连续面的平均轨迹长度。通过引入长方体采样窗口,该估算方法首次扩展到三维领域。此外,所提出的方法还解决了现有方法的局限性,使其适用于更大的采样区域。此外,新方法还考虑了与采样区域相交的三种痕迹的比例及其与采样区域的夹角,并利用两端可见痕迹的权重对新方法进行修正,消除了剔除偏差、方向偏差和大小偏差等采样偏差的影响。通过生成九组不同角度和分布类型的模拟轨迹数据,验证了所提方法的可靠性。最后,将新方法应用于青藏高原东南边缘高差近 600 米的复杂高陡边坡。结果表明,对于高陡边坡的迹线长度估算,新方法的误差较小,误差波动也较小。在选择合适的采样面积时,新方法的误差小于 6%,误差波动小于 4%。这项研究对硬质山区重大工程中高陡岩体结构的稳定性评价具有重要意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Distribution-free estimation for average trace length of rock discontinuities within 3D large sampling window of complex high-steep slope

The trace length as an important indicator reflecting the size of discontinuity, can usually be estimated by setting a sampling window on the surface of the rock mass. However, in high-steep rock slopes with cliffy topography and uneven terrain, traditional methods are difficult to select suitable plane sampling windows. Therefore, estimating the average trace length accurately in this situation has become an urgent problem to be solved. This study proposes a distribution-free method for estimating the average trace length of discontinuities within large windows in complex high-steep slopes. By introducing a cuboid sampling window, the estimation method has been extended to three-dimensional for the first time. Additionally, the proposed method addresses the limitations of existing methods, making it applicable for larger sampling areas. In addition, the new method considers the proportion of three types of traces intersecting the sampling area and their angles with the sampling area, and corrects the new method using the weight of visible traces at both ends, eliminating the impact of sampling biases such as censoring bias, orientation bias, and size bias. The reliability of the proposed method was validated by generating nine sets of simulated trace data with different angles and distribution types. Finally, the new method is applied to a complex high-steep slope with an elevation difference of nearly 600 m on the southeastern edge of the Qinghai Tibet Plateau. The results indicate that for the estimation of trace length in high-steep slope, the new method has smaller errors and lower error volatility. When selecting an appropriate sampling area size, the error of the new method is less than 6 %, and the error fluctuation is less than 4 %. And this study is of great significance for evaluating the stability of high-steep rock mass structures in major projects in hard mountain areas.

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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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