文章详细信息 关键词： 区域碎裂化;;深部岩体;;非线形弹性模量 [gap=807]Keywords: zonal disintegration;deep rock mass;stress-dependent modulus
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deep rock mass engineering 深部岩体工程
deep rock-mass 深部岩体
deep rock-mass deformation 深部岩体变形
deep block rock mass 深部块系岩体
rock mass around deep tunnel 深部巷道围岩
Deep rock mass dues to it's particularity of physical geography environment and complexity of it's stress field has become a problem that must be carefully taken into consider and study in engineering practice.
深部岩体因其所处的地球物理环境的特殊性和应力场的复杂性因而是工程中必需认真考虑和研究的课题。
参考来源 - 深部岩体的蠕变损伤特性研究The capability of storage and returned energy is related with friction coefficient for the deep rock mass with tectonic level.
在具有构造等级的深部岩体介质的变形过程中,储能及返还性状与介质变形的摩擦系数有主要的关系。
参考来源 - 期刊学术社区·2,447,543篇论文数据，部分数据来源于NoteExpress
The strength characteristics of deep rock mass exhibit distinctly nonlinear response to excavation.
深埋工程岩体开挖后围岩的强度特性表现出明显的非线性特征。
Deep rock mass has a typical inhomogeneous and discontinuous self-stressed block-hierarchical structure.
深部岩体具有典型的不均匀、不连续的自应力块系等级构造结构。
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.
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。
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