硐室 的英文怎麼說

Construction for mine chamber of coal feeder in xinji no. 1 mine

新集一礦給煤機硐室施工

Selection of repair chamber for horizontal monorail

臥式單軌吊檢修硐室的選型

Construction technology for sheave chamber in jilongshan gold mine

雞籠山金礦天輪硐室施工技術

Construction and timbering of big section winch room

大斷面絞車硐室的施工與支護

In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。

Supersonic test for the wall rocks loose zone of chamber and tunnel

硐室巷道圍巖鬆弛范圍的超聲波測試

Chamber blasting test for small scale sandsyone mining

砂石料場開采小型硐室爆破試驗

Construction of skip loading chamber in xingdong mine

邢東礦井箕斗裝載硐室施工

A chamber blasting under complicated geological conditions

復雜地質條件下的硐室爆破

The test analysis of chamber surrounding rock fracture rate

硐室圍巖裂隙空隙試驗分析

Code for design of chambers around pitbottom of coal mine

煤礦礦井井底車場硐室設計規范

Application of chamber blasting in risk - removing engineering

硐室爆破在排險工程中的應用

Design and application of chamber in soft rock of deep mine

深井軟巖大斷面硐室的設計與應用

New way of deepening skip loading chamber construction in shaft

立井延深箕斗裝載硐室施工新途徑

Code for design of district station and chambers of coal mine

煤礦礦井采區車場和硐室設計規范

By means of the statistical software, spss10. 0, characteristics and blasting effects of the typical charges in chamber blasting are statistically analyzed and rational charge forms in cutting chamber loose blasting are confirmed

論文應用spss10 . 0統計軟體，統計、分析了硐室爆破典型藥包爆炸特性及其爆破效果，確定了適宜於路塹硐室松動爆破的合理藥包形式。

E ). on the basis of validation of stress attenuating formula, the calculation formulas of hole jam length and space between chambers of linear room chamber have been achieved

E ）在對應力衰減方程驗證的基礎上，應用該方程獲得了炮孔藥包堵塞長度和條形硐室藥包藥室間距計算公式。

In this paper, charge calculating formulas and their relations of cutting chamber loose blasting are firstly analyzed with the theories of dimension, fluid dynamics. explosive dynamics, etc and the significance of the explosive factor in it is pointed out. calculating methods of the explosive factor are researched by law of conservation of energy, and then a new one is brought forward which proves to be rational and reliable by a sample

本文首先採用量綱分析、流體動力學、功能平衡理論、爆炸動力學等理論，分析了路塹硐室松動爆破裝藥量計算公式及其內在聯系，並指出k值在現有藥量計算公式中的重要性；在分析現有k缺陷的基礎上，利用能量守恆原理，研究了路塹硐室松動爆破單位炸藥消耗量計算方法，並提出一種新的k值計算方法，實例驗證本方法合理、可靠，優于其它k值計算方法。

It also has been validated by the test result. on the basis of reduced stress attenuation formula, the paper elicit theoretical calculation expressions of jam lengths in hole blasting and space between charges in linear charge blasting. linear charge blasting at the net of highway to zhuhai aerodrome and the hole blasting at underground stope in gaofen mining company have been design by the expressions

根據建立的條形藥包爆破徑向應力衰減方程，得出了淺孔爆破堵塞長度和條形硐室藥包爆破藥室間距理論計算公式；按推導的計算式設計了珠海西區機場路埡口條形藥包爆破和高峰礦業有限責任公司地下采場淺孔爆破。

Technology of chamber blasting excavation of rockfill dam material

硐室爆破開采堆石壩壩料技術