...版) 关键字: 工程岩体;岩体质量评价;逼近理想解的排序法;粗糙集理论;典型样本[gap=1831]Key words: engineering rock mass; rock quality evaluation; technique for order preference by similarity to ideal..
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slope engineering rock mass 边坡工程岩体质量
unloading engineering rock mass 卸荷工程岩体
engineering rock mass classification 工程岩体分级
layer dam engineering rock mass 层状坝基岩体
failure of engineering rock mass 工程围岩破坏
dam engineering rock mass structure 坝基岩体结构
classification of engineering rock mass 工程岩体分级
Deformation, failure and its stability of engineering rock mass under this equivalent system of these factors are the common problems confronted by many engineering subjects.
工程岩体在这些因素构成的动态平衡体系中的变形、破坏及其稳定性是许多工程学科面临的共同问题。
参考来源 - 岩石破裂过程渗透性质及其与应力耦合作用研究·2,447,543篇论文数据,部分数据来源于NoteExpress
The mechanical condition of unloading engineering rock mass is essentially different from traditional loading rock mass.
卸荷状态工程岩体的力学条件与传统的加载岩体有本质的区别。
Quantifing deterioration of rock mass with discontinuities becomes a basis for prospecting and designing engineering rock mass.
定量描述结构面引起的岩石质量恶化程度是工程岩体勘测和设计的前提。
The prominent feature of many rheologic phenomena existing in engineering rock mass is the differential flow deformation failure.
工程岩体出现许多流变现象,它最突出的特点是差异流动变形破坏。
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