深部岩体工程在开挖洞室或巷道时,围岩变形和破坏等出现了一系列新的科学现象。
While the deep rock mass are excavated by the blast or other methods, the deformation and fracture of the surrounding rock show several new scientific characteristic phenomena.
岩石分区碎裂化现象是伴随深部岩体的特殊工程响应问题之一。
The phenomenon of zonal disintegration is a special technical problem which comes with deep mass.
初始地应力状态是岩石地下工程设计中的重要参数,而水压致裂法是深部岩体应力测量的理想方法。
The initial stress is one of the most important parameters for the design of underground rock engineering, and hydro-fracturing method is a robust technique for stress measurement in deep rock mass.
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