Handbook of Civil Engineering Calculations

(singke) #1
FIGURE 28


  1. Compute angle O shown in Fig. 2Bd; determine the strike
    of the vein, using Eq. 49
    Thus, 6 = 180° + <£i - <fe = 14O^0 OO'; m = tan ft/tan /S 1 = 0.6406; tan O 1 = (m - cos


140°00')/sin 14O^0 OO'; (^0) t = 65°26'; O 2 = 74°34' The bearing of the horizontal projection
of the dip line = ^ 1 - ^ 1 = S61°22'E; therefore, the strike of the vein = N28°38'E.



  1. Compute the dip a of the vein
    By Eq. 48, tan a = tan /B 1 IcOs O 1 ; a = 52°12'; or tan a = tan /3 2 /cos O 2 ; a = 52°14'. This
    slight discrepancy between the two computed values falls within the tolerance of these
    calculations. Use the average value a = 52° 13'.

  2. Establish the reiationship between the true thickness t
    of a vein and its apparent thickness f' as measured along a
    skew borehole
    Refer to Figs. 27 and 28. Let 8 = angle of inclination of borehole; y = angle in plan be-
    tween downward-sloping segments of borehole and dip line of vein. Then


(d) Plan
Plan

(b) Elevation normal
to HaHb

Datum
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