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Projection of joints from surface to tunnel level — a Case Study

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Summary

A joint-study of a granitic batholith recorded orientations and spacings of joint-sets at outcrop and at three separate sections of a water diversion tunnel. A second joint-survey in the tunnel determined the average joint spacing along the spring lines. Joint-set spacing studies show a 40–50% reduction of joint-set spacing underground, compared to those at the surface. Individual equal-area plots of surface joints for the two major facies of the granitic rock showed different maxima. But when the joints in the two facies were combined into one equal-area plot, the predominent facies, which represented 73% of the joints plotted, masked the prominent sets of the second facies. Hence, joint surveys for individual rock facies are warranted. Comparison of equal-area plots of surface and tunnel joints in the same rock facies reveals a striking similarity in joint-set maxima.

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References

  • Brown, Lynn A. (1987) Correlation of tunnel support loads with geology,Bulletin of the Association of Engineering Geologists 24, 15–26.

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  • Tweto, O. and Pearson, R.C. (1964) St Kevin Granite, Sawatch Range, Colorado.United States Geological Survey Professional Paper 475: D 28-D 32.

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Brown, L.A. Projection of joints from surface to tunnel level — a Case Study. International Journal of Mining and Geological Engineering 5, 321–329 (1987). https://doi.org/10.1007/BF01560782

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  • DOI: https://doi.org/10.1007/BF01560782

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