第一年她颇有收获，发现了一口竖井，一些地下洞室和坑道。
Within the first year, she was rewarded by the discovery of a shaft and several underground chambers and tunnels.
隧洞围岩的稳定性评判是洞室支护设计的重要依据。
The stability evaluation of surrounding rock is important base for tunnel retaining design.
该洞室群的发现引起了各方面专家和学者的广泛关注。
This finding attracted the attention of many specialists from different fields: archeologists, engineering geologists and rock mechanics specialists among others.
作为地下结构，调压井洞室开挖会对围岩稳定造成影响。
As underground structure, cavern excavation will influence the stability of surrounding rock.
介绍为提高小洞室开挖质量而优选的一种开挖施工方法。
An excavation implementation method to improve the quality of excavation in pilot chamber is also introduced.
影响地下洞室围岩稳定性因素是相互关联、相互制约的。
The influencing factors of the stability of surrounding rock masses are mutually associated and constrained.
洞室开挖会使围岩周边产生应力集中，产生拉应力与压应力。
Stress concentration caused by chamber's excavation engenders tensile and compressive stress to surrounding rock.
在此基础上，对洞室围岩及岩壁吊车梁的稳定性进行了评价。
Based on this, the stability of the surrounding rock mass and the rock wall crane girder is evaluated.
关于计划和衔接地下洞室没有判断力就可以形成，没有重新调查。
Concerning the plan of and connection between the underground Chambers no judgment can be formed without fresh investigation.
本文首先提出了水电站地下洞室群空间网络图化的概念和方法。
This paper puts forward the concept and method about the network graphics of underground excavation cluster of hydropower station firstly.
地下洞室围岩的稳定状态，在很大程度上受围岩应力状态的影响。
The stability condition of underground cavern adjacent rock is greatly affected by the adjacent rock stress condition.
本文主要研究了地下洞室支护设计方法和围岩稳定分析方法等问题。
This thesis focuses on the studying methods of the supporting design and analyses on the surround rock.
在双路堑洞室爆破中应用条形药包可以减少爆破对边坡岩体的损伤。
The application of ribbon charge (placed in tunnel)in twin slope - cut chamberblasting can weaken the damage to slope rock from blasting.
介绍了小湾电站右岸地下排水系统的小洞室开挖爆破技术和设计参数。
The excavation technology and design parameters of a polit chamber blasting of underground drainage system in Xiaowan power station are introduced.
软岩洞室群的破坏是一个动态问题，因此本文提出了扰动蠕变的概念。
The failure of soft rock chamber is a dynamic problem. The new concept "disturbance creep" is proposed in the paper.
如何保证隧洞形体和混凝土外观是洞室施工的一个重点，也是一个难点。
How to assure the appearance and configuration of concrete lined tunnel is a key point, and also a difficult point for chamber construction.
地下洞室断层带开挖采用传统的钢支撑支护，能够获得良好的支护效果。
Traditional rib support is, with a good application used for the underground tunnel excavation in fault zones.
地下洞室有限元计算的网格剖分是影响整个计算工作进度和质量的重要因素。
The mesh dissection of finite element calculation of underground cavern is an important factor of affecting the whole calculation progress and quality.
一个超浅埋大型古地下洞室群于1992年在浙江省龙游县被四个农民发现。
In 1992, four local peasants found large-scale ancient man-made shallow rock caverns in Longyou, Zhejiang.
基于施工力学的分析方法，建立了地下洞室分期开挖仿真计算的有限元列式。
Based on analytical method of construction mechanics, the simulative computational FEM formulations about multi-stage excavation of underground chamber are prescribed.
本文介绍了洞室定点高精度地应变仪网络化的实现过程，并给出了应用实例。
This essay emphasized the implementation of intellectuality and network of the high precision ground strain gauge and presented examples of application.
在软弱岩体中进行地下洞室开挖时，通常采用加大衬砌厚度来维持围岩的稳定。
During the excavation of underground chamber in the soft rock, lining thickness are increased to keep the stability of surrounding rock.
地下洞室和高压岔管、输水隧道设计及选择衬砌方式，需要查明原地应力状态。
Underground tunnel, high pressure bifurcated pipe, water inlet tunnel designing and their lining style need know crustal stress too.
在岩土边坡、土坝、地下洞室及地下水运动等渗流分析中，均存在有渗流自由面问题。
Seepage free surface issue exists in analysis of the seepage concerning geotechnical slope, earth dam, underground cave and groundwater movement.
因而认为，进行高压渗透试验，可以更为真实地反映深埋地下洞室围岩体的渗流状态。
Therefore, it is thought that the seepage behavior of rock masses surrounding the underground chamber can be reflected really by carrying out HPPT.
本文介绍了用光弹法讲究地质构造对洞室应力分布的影响，预估围岩的合理加固范围。
This article has made an photoelastic study of the influences of geological structure on the stress distribution of wall rocks and an estimate of the rational range of reinforcement.
因此，隧道施工过程中洞室围岩稳定性评价与支护结构受力状态的研究显得日益重要。
Consequently, it becomes increasingly important for the study of stability of surrounding rock and its forced condition of the structure during construction of highway tunnels.
本文根据粘弹性体的理论与复变函数理论给出了非圆形巷道(洞室等)的粘弹性解析解。
This paper gives an analytic solution of non-circle opening based on linear viscoelastic theories and theory of function of a complex variable.
本文根据粘弹性体的理论与复变函数理论给出了非圆形巷道(洞室等)的粘弹性解析解。
This paper gives an analytic solution of non-circle opening based on linear viscoelastic theories and theory of function of a complex variable.
应用推荐