在计算块体的可靠度时，考虑了结构面的产状，粘结系数，摩擦系数等多个随机因素的影响。
In computing the reliability extent of blocks, the influences of a variety of factors are taken into account such as occurrences, cohesion coefficient and friction coefficient of the structural plane.
在分析块体的可靠度时考虑了结构面的产状、粘结系数、摩擦系数、岩体的容重等多个随机因素。
Many random factors were taken into account when calculating the block reliability, such as angles of joint face, binding force, friction coefficient, the rock density, etc.
随着最大试验荷载的增加，更新的粘结强度均值逐渐增大，但更新的变异系数逐渐减小。
With the increase of test loads, the updated mean bond stress increases, but the updated coefficient of variation decreases.
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