挖出區 的英文怎麼說

中文拼音 [chū]
挖出區 英文
dredged area
  • : 動詞(用工具或手從物體的表面向里掘取) dig; excavate; scoop
  • : 區名詞(姓氏) a surname
  • 挖出 : dig up
  1. In most cases, extracting oil involves chopping down the forest that blankets the region, draining the boggy ground, stripping off the topsoil and literally digging up the oily sand below

    在大多數情況下,要從油沙中提煉石油需要先把覆蓋該地的森林砍掉,排乾地面的水分,去掉表層土然後當然就是把地下的油沙來。
  2. Through interpreting the changes of urban civic center in china, this article explains the implication of the phenomenon, researches the motive reasons leading to these changes, puts forward the mistakes and introspections in the construction of urban civic center and prospects the tendency of development in the future

    摘要該文旨在通過對中國城市行政中心變遷現象的解讀,闡釋現象背後的深層次含義,掘其現象的根本動因,指城市行政中心建設中的誤與反思,並展望其未來發展的趨勢。
  3. The area has previously been used as a dumping ground for contaminated and uncontaminated mud dredged from the shenzhen river

    該處曾用作一卸泥,用來存放從深圳河的受污染或未受污染淤泥。
  4. During the research of this paper, the author try to find out the institutional evaluationary theory, the transition theory and the reasonable part of policies of the northeast district transition, and make the research rooted in the actuality relatively lagging of the development and transition of the economy in the northeast district. this paper creates the theoretical framework and countermeasures of the integration of internality transition mechanism and institutional evaluationary and aim at the theoretical proposition of the northeast district transition mechanism, fully studies informality restrict mechanism as culture concept, market structure evaluationary mechanism and state - own enterprises in the northeast district, which make the paper innovative and instructive both in theory and in practice

    在本文研究過程中,深入掘制度演化理論、經濟轉軌理論以及東北地轉軌政策的合理成分,並且將論文的研究深植于東北地經濟轉軌相對滯后的現狀及其原因之中,在此基礎上系統提了經濟轉軌內在機理的制度演化一般性分析框架及其針對東北地轉軌機理的理論命題,完整研究了東北地文化觀念等非正式制度約束機理、東北地市場結構演化機理和東北地國有企業改革演化機理。
  5. On the basis of the concept and analysis method of slope geological structure, four typical slope geological structures are selected by some investigations on more than one hundred high rock slopes in the motorway project. these structures are thick sandstone stratum, stratum including weak coal, stratum made of red or brown plastic clay and soft rock mass and stratum made of remnants rock mass. the practical slope geological structures are compact basis of geological mechanical model for the analysis of relaxation zone in high rock slope projects

    在介紹了坡體結構概念並提建立坡體結構方法的基礎上,根據對京珠高速公路粵境北段路塹高邊坡工程中百余處巖石高邊坡的調查總結,選擇了其中較為具有代表意義的厚層砂巖、煤系地層、紅土地層及殘坡積層路塹高邊坡共4類巖石高邊坡作為研究對象,為對巖石高邊坡開鬆弛的分析打下了堅實的實際地質力學模型基礎。
  6. 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「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硐室時的工程設計和工程施工提供參考依據。
  7. At first, the author studies the actuality and development of the web information searching research, indicating the problems occurring in the existed web information system, putting forward the further developing aspect of web information. based on great study of speciality - oriented web information searching technology, a new method to extract characteristic is advanced in this paper which is to mine content and structure data of web pages on the basis of character blocking

    文章首先對網路信息搜索的發展與研究現狀進行了分析,指現有的網路信息搜索系統存在的問題,並提了網路信息搜索今後的發展方向;在對網路信息搜索技術作了大量研究的基礎上,本文提了一種基於信息分塊的特徵提取與分析方法,即根據傳遞信息的意義度的大小將網頁分成不同的塊,對不同的塊根據內容和結構進行信息掘。
  8. Because of the characteristics of the history case data and requirement of the association rules mining, we use a dhp algorithm with additional constrains and composite items, integrating the temporal relations of indeterminate periods, to mine interesting association rules

    由於病歷數據的特點和關聯規則掘的要求,採用附加約束並包含復合項的dhp演算法,結合不確定時間間的時態關系,有意義的關聯規則。
  9. Following the dredger will be a barge where all the dredged mud will be placed and taken off - site for disposal at a designated confined marine disposal area east of sha chau

    屆時將有運土船跟隨土機之後,收集所有來的泥土,並送到沙洲以東的指定卸泥棄置。
  10. With an analysis of soil liquefaction potential for free field of nanjing metro line 1 under 7 degree earthquake, as well as for excavated field, in line with railway engineering anti - earthquake design specification, dynamic triaxial tests and theoretical analysis using efficient stress method, the author comes to the conclusion that, when metro plate is located at layer s and the layer is thick, liquefied area is at metro bottom plate ; in some local section liquefied area is at metro top plate, or arch sides at the top of metro in most places

    摘要採用鐵路工程抗震設計規范、動三軸試驗及有效應力的理論分析相結合的方法,對南京地鐵南北線( 1號線)間隧道開后其地基土在7度地震情況下的土層液化情況進行分析得:當隧道底板坐落在5層且5層較厚時的液化現在隧道襯砌底板處;局部地段液化現在隧道頂部及拱腰;大部分地段的液化現在隧道頂板上方。
  11. After analyzing the character of risk, i introduce data mining method into risk management, to solve the contradiction between great capacity of data and lack of information, the methods include mathematics statistics and artificial neural network ( ann ). then, i study on the methods of risk management in risk identification, risk evaluation and risk disposal, what is advanced, fault tree analysis method based on fuzzy probability, stochastic simulation method and the topsis method based on interval number all consider the characteristic of risk. finally, i discussed the application of information system ( mis ) in project risk management, and developed a risk management information system

    論文在深入分析了風險特徵之後,將數據掘技術引入風險管理,用以解決海量數據與貧乏信息之間的矛盾,所採用的技術有數理統計和人工神經網路( ann )兩種方法;接著,論文對風險識別、風險評價、風險處理中的風險管理方法進行了研究,所提的基於模糊概率的故障樹技術、隨機模擬技術和基於間數的topsis方法都體現了風險管理的特點;最後,論文對信息系統( mis )在工程項目風險管理中的應用進行了探討,開發一個風險管理信息系統。
  12. Applying the basic theories of spatial data mining and geomorphology, taking the loess plateau of north shaanxi province, china as the research area, this dissertation explored the theories and systematic structures of geomorphologic data mining and acknowledge discovery from dems, ascertained the systematic structures of topographic factors and synthetic topographic acknowledge, as well as systemically summarized mining algorithms from dems. the author pa id more attention also to analyze the principle and algorithm of flow length, curvature, relief, the earth ' s surface incision and gully density. in this research, the elementary constitutes and mining algorithms of regional character acknowledge in the loess plateau were probed

    本研究在廣泛總結前人研究成果與研究經驗的基礎上,利用空間數據掘和地形地貌學的基本理論,以陜北黃土高原多地貌類型為實驗樣,以1 10000比例尺dem為樣本數據,探討了dem中地形地貌數據掘與知識發現的理論方法和體系結構;確定了宏觀和微觀地形因子、地形綜合特徵知識的體系結構;系統總結了dem基本地形因子的提取演算法,並重點對坡長、曲率、地形的起伏度、切割深度和溝壑密度因子提取的原理與演算法作了深入的分析;提了黃土高原地域特徵知識的基本構成及其系統完整、科學可行的掘提取演算法;擴充了arcviewgis軟體平臺中dem空間分析的基本功能;實現了以delphi7 . 0為平臺的地形信息輔助掘系統的設計與開發;完成了對黃土高原多地貌類型(樣)地形信息空間分異特徵的分析。
  13. Tensile stress field would appear in the proximity of arched vault after excavation, slacking of surrounding rock and subsequent dropping of blocks of rock from such area would possibly occur at any time in the context of extra - shallow depth. so i - steel arched support must be erected to provide against possible block dropping and be integrated into a ring with that of pilot tunnels on both sides

    拱頂在核心土開后,在一定范圍內現拉應力,在超淺埋情況下極容易掉塊和發生圍巖松馳,因此核心土必須邊開邊架設工字鋼拱架,使之與左右導洞拱頂工字鋼形成整體。
  14. Based on a general overview of firm performance assessment theories, this study makes a comparison between traditional performance measures and strategy - oriented performance measures, analyzes the existing performance measurement system of the national aviation oil companies. the thesis has a literature review of the balanced scorecard researches and applications, expounds the advantages of the balanced scorecard over traditional measurement systems in revealing the intension of firm performance, analyzing the critical factors behind firm performance and providing information support for firm strategy, documents the relationship between the balanced scorecard and firm strategy, and puts forward the idea of strategic performance. by using the data and background information from one of those national monopoly oil companies, this study a ppraises the limits of this sort of companies " performance measurement system, applies balanced scorecard method to this kind of national monopoly oil company, designs questionnaires to collect experts " opinions, colligates the opinions, selects kpis, builds experimentally the first strategy performance assessment indicator system in this kind of company, determines the indicators " parameters, uses the real corresponding data to measure the 6 business lines of this company, through comparing the assessment result with the strategic standard, a conclusion is drawn and suggestions are put forward about how to exploit the performance potential under present conditions

    在對績效測評理論進行回顧的基礎上,本文研究了傳統測評指標體系與戰略導向的測評指標體系的別,總結了中國航空油品經營企業的績效測評現狀,對平衡計分卡理論研究和應用進行了綜述,分析了平衡計分卡在揭示績效內涵和影響績效的因素、發揮績效測評的信息作用等方面的優勢,論述了平衡計分卡與企業戰略的關系,提了戰略績效的概念,並結合某壟斷性油品經營國有企業的實際,評述了此類企業傳統績效測評指標的局限性,借鑒平衡計分卡思路,通過設計調查問卷、收集專家意見並加以綜合分析等工作,選取關鍵績效指標,探索性地建立了中國壟斷性航油經營國企的首個企業戰略績效測評指標體系,並確定了指標有關參數,對應指標的統計口徑採用經調查獲得的測評所需數據,對該企業6個業務板塊的績效進行測評,通過對比分析得在現有條件下如何掘潛力的結論和建議。
  15. They were the execution grounds of the khmer rouge regime. to commemorate those who died here, the government built a memorial stupa in 1988, and 8, 000 skulls excavated from the mass graves were placed here. an annual memorial service is also held here on 9 may

    :距離市15公里,是赤柬政權的刑場,政府為了紀念這些無辜亡魂, 1988年在此建了一座佛塔,裏面安放了自墳冢里來的8 , 000多顆頭骨,每年的5月9日,這里均會舉行追思典禮。
  16. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較,論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點,並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序,以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究,得了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論;採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析,重點是研究各排土釘的軸力分佈規律、開方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用,得了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開方式、原始開的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開及支護比一階時具有較多的工程優點等結論;通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究,得了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  17. For the project " central reclamation phase iii ", the contaminated mud is disposed of at the east sha chau contaminated mud dump site

    在「中填海第三期」工程項目中的污泥,是會被棄置在東沙洲污泥卸置坑內。
  18. The sand dredged from the waters will also be used to provide a two - meter capping layer over the granite platform

    從水裡來的沙子也被使用提供一個兩米的蓋在花崗巖平臺上。
  19. For the project " central reclamation phase iii ", there are carcinogenic substances ( eg. some heavy metals and organic polyaromatic hydrocarbons ( pah ) ) identified in the dredged materials

    關于「中填海第三期」 ,我們在的物料中發現一些致癌物質(例如一些重金屬及多環芳香族碳氫化合物) 。
  20. Given the short construction durations about one year for temporary barging point and about 3 months for dredging area, a negative impact on marine ecology is not expected

    由於施工時間短暫臨時停泊點工程為期約一年域的則為三個月,預計將不會現對海洋生態的負面影響。
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