The curve fits highly,<br>Fs is a binary function of k, the law of change of the stabilization coefficient is as follows,<br>k>0, that is, the use of hemp blasting method to deal with the substrate, the substrate after treatment of the soil field by the friction increased, in the case of constant downward force, the stability coefficient increased. As the k value increases, i.e. the base treatment area increases, the stabilization coefficient increases.<br>Since the drain steps in the large inclination area are triangular in shape, as shown in Figure 3, in the case of k continuous increase, although the friction increases but the increment decreases gradually, the stabilization coefficient gradually tends to a constant value.
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