Page 268 - Civil Engineering Formulas
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202                    CHAPTER EIGHT

           where B   burden, ft
                L   length of borehole, ft

             If the length-to-burden ratio is greater than 4, then the spacing is twice the
           burden. Therefore, if the  L/B is 5 the spacing is determined by  S = 2B. For
           example, if the burden were equal to 7 ft (2.1 m), the spacing would be

                                    S   2(7) ft
                                       14 ft
           again showing the relationship of the length of borehole to the burden and spac-
           ing dimensions.


           Stemming
           There must be some substance put into the top of every borehole to prevent
           the explosive gases from escaping prematurely. This substance is called
           “stemming.”
             Generally the amount of stemming required will range from 0.7B to 1B.
           Therefore, in the case of burdens of 8 ft (2.4 m) the stemming will be some-
           where between 5.6 ft (1.7 m) and 8 ft (2.4 m). That is, the ratio of stemming to
           burden can vary through this range depending on existing conditions. The con-
           dition most likely to affect the amount of stemming is the structural integrity of
           the material in the area of the borehole collar. If the material is very competent,
           as is a homogeneous granite, the stemming will approach 0.7B. However, if the
           material is fractured rock with many fissures and dirt seams, the required ratio
           of stemming to burden will be approximately 1. In material other than rock,
           such as overburden, the ratio of stemming to burden will be even greater. Over-
           burden is generally treated in a 2:1 ratio over rock; that is, 2 ft of overburden is
           approximately equal to 1 ft of rock for stemming purposes. Therefore, if there
           is 4 ft (1.2 m) of overburden on a shot that requires a burden of 7 ft (2.1 m), the
           stemming is calculated as follows.
             Using the ratio of 0.7B, the stemming would ordinarily be 5 ft (1.5 m).
           However, with 4 ft (1.2 m) of overburden, for stemming purposes equal to 2 ft
           (0.6 m) of rock, the actual amount of stemming is 7 ft (2.1 m). Another way of
           expressing it is to compute the required stemming and then add one-half the
           overburden depth. Thus
                                              OB
                              Stemming   0.7B                   (8.67)
                                               2

           where B   burden
                OB   overburden
             To compute stemming for a side hill cut, use a right triangle and 2 to 1 ratio,
           as shown in Fig. 8.2.
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