节理裂隙对岩体爆破效果有很大的影响。
Cleavage and fracture have a strong impact on blasted result for rock mass.
水是影响节理裂隙岩质边坡稳定性的重要因素之一。
The water is an important factor to affect the jointed and crannied rock mass slope stability.
分析结果还表明，“压力拱”效应在浅埋隧洞节理裂隙围岩稳定性中起着重要作用。
The pressure-arch effect on the stability of jointed rock mass surrounding a shallow tunnel proves to be important.
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