For titled stratum, the floor heaves are generally of slope shape with the bigger heaves on the rise side and the smaller on the dip side.
对于倾斜岩层,巷道的底板一般呈坡状鼓起,上帮底的底鼓量较大,下帮底的底鼓量较小。
The results shows that the floor heaves under optimal designs are much smaller than those under empirical designs and validate the method 's efficiency.
最优设计的底臌量明显小于经验设计的底臌量,证明了方法的有效性。
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