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1)  overlap underground chambers
上下交叠型地下硐室群
1.
According to the main characters of overlap underground chambers, the top pillar between two adjacent underground chambers is simplified to the beam fixed at both ends, and dynamic loading is simplified to harmonic wave.
根据上下交叠型地下硐室群的主要特征,将硐室间的顶柱简化为两端固定梁力学模型,把动荷载简化为谐波。
2)  underground caverns
地下硐室群
1.
The rock mass fracture is considerably developed in underground caverns of Huanggou Pumped Storage Station,so it is significant for engineering construction to predefine whether there are unstable blocks on excavation planes of underground caverns.
荒沟水电站地下硐室群开挖区围岩裂隙较发育,因此确定硐室群开挖面上可能产生的块体及其稳定性对工程施工意义重大。
3)  underground powerhouse group
地下厂房硐室群
1.
The causes of abnormal quality of environmental water due to excavation of the underground powerhouse group of a pumped storage power station were analyzed in this study.
分析了某抽水蓄能电站地下厂房硐室群开挖引起环境水水质异常的成因。
4)  Underground tunnel
地下硐室
1.
The stress relaxation method,suitable for rapid measurement in underground tunnel,is introduced in detail in this paper,and the technical procedure and the results of ground stress measurement in Dahongshan Iron Mine mining area are presented as well.
本文详细介绍了适用于深部地下硐室的地应力测量方法——应变解除法,并介绍了大红山铁矿矿区深部地应力测量的方法、过程和结果。
5)  underground cavern
地下硐室
1.
Analysis on secondary stress field characters of hard surrounding rock in large underground caverns by elasto-brittle-plastic constitutive models;
大型硬岩地下硐室围岩二次应力场特征弹脆塑性分析
2.
The underground cavern is the one of important factors that damages the stability of the pit slope.
地下硐室是危害露天矿边坡稳定性的重要因素,其分布情况更是评价露天矿边坡稳定性的重要条件,通过分析地下硐室的应力分布情况熏利用极限平衡法及格里菲斯强度理论熏讨论并研究了地下硐室对露天矿边坡稳定性的影响熏发现地下硐室的直径和其走向与整体边坡走向的关系对露天矿边坡稳定性的影响很大。
6)  argesize underground chamber
大型地下硐室
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