穩定性勘察 的英文怎麼說

中文拼音 [wěndìngxìngkānchá]
穩定性勘察 英文
stability investigation
  • 穩 : 形容詞1 （穩定; 穩當） steady; stable; firm 2 （穩重） steady; staid; sedate 3 （穩妥） sure; rel...
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
  • 察 : Ⅰ動詞（仔細看; 調查） examine; observe; look into; scrutinize Ⅱ名詞（姓氏） a surname
  • 穩定性 : antiwhip
  • 穩定 : 1 （使穩定） stabilize; steady 2 （穩固安定） stable; steady 3 （物質的性能不易改變的作用） stabi...
  1. The stabilities of the accumulations are analyzed by means of geological survey, drilling, exploratory adit, geophysical exploration and scientific research test etc. and then the relevant engineering treatments for various of the accumulations on the project are put forward as well

    在勘察過程中我們採用了地質測繪、鉆探、硐探、物探、科研試驗等多種勘察方法與手段，在勘察成果基礎上對堆積體穩定性進行了分析，並結合對工程的不同影響提出了相應的工程處理措施。
  2. So far as the water conveyance project of dahuofang reservoir is concerned, a summary is made herein on the topography, geomorphy, regional structureal stability, stratigraphic lithology, geological formation, hydrogeological condition and the main engineering geological problems based on the geological investigation achievements got from the design phase of the project in combination of the actual geological condition revealed during the excavation concerned

    摘要主要針對大夥房水庫輸水工程，根據其設計階段的地質勘察成果，同時結合施工中已開挖揭露的實際地質情況，對地形地貌、區域構造穩定性、地層巖性、地質構造、水文地質條件、主要工程地質問題等進行了綜合評述，以期關心本工程的人士能對隧洞的工程地質條件有初步了解和認識。
  3. According to the data of drilling and other geological investigation on the lpg storage of jinzhou, and taking into account main factors that affecting stability of the storage and other classification standard, this paper selects five evaluating factors. using pattern recognition method and muti - step fuzzy classification clustering method to classify

    根據錦州lpg洞庫的地質勘察資料，考慮到影響洞庫圍巖穩定性的主要因素，結合已有的分類標準，本文選取了5個評價因子，用模式識別法與多級模糊聚類法來進行場地巖體的穩定性分類。
  4. Since 1950s, changjiang water resources commission as well as other scientific research units have carried out engineering geological reconnaissance for large - scale cross structures and the whole route, meantime, researched special subjects, such as special soils ( expansive soil, loess ), the canal section in coal mining area, regional structure stability, sandy soil liquefaction etc

    自20世紀50年代迄今，長江水利委員會及其它科研設計單位對中線工程全線及大型交叉建築物進行了工程地質勘察，同時對特殊類土（膨脹土、黃土） 、渠線過煤礦區、區域構造穩定性、砂土液化等專題進行了研究。
  5. In order to assess stability of longpan right bank slope in the hutiao gorge, the authors use geophysical method such as csamt to characterize structure and patterns of the slope

    摘要為了查明虎跳峽龍蟠右岸斜坡變形體的形態和結構，從而對其穩定性進行綜合評價，利用地球物理手段做了csamt方法的勘察工作。
  6. Based on the investingation and some study methods of the stability on the goaf, the paper has the goaf of the first and second tunnels of wu long channel on coal mine railway leased line in da ning of shanxi province as an example, according to the engineering geological invesitigation and maping in the earth ' s surface, also combining the visit on the relate people, firstly has a geological judge on the space extend of the mostly ledges which have been picked ; then adopts the instrument of engineering surveying and checking ( for short sws ) which is relatively advanced inside and outside to test by surface wave the rockmass and solid near the middle line of the tunnel ( total forty meter ), and has a relatively exact judgment on the place that the goaf impossible reveal ; lastly passing the validate by drilling, it make clear that the results which tested by sws is reasonable and believable, based on finding out clearly the space extend of the goaf, the author makes a relatively systemic study on the stability of wall rock around the goaf

    因此，查明采空區的具體位置，在此基礎上對場地進行工程適宜性評價，對整個工程建設具有重要的指導意義。本論文在總結前人對地下采空區勘察及有關穩定性研究方法的基礎上，以山西大寧煤礦鐵路專用線五龍溝1 ~ # 、 2 ~ #隧道采空區為研究實例，在詳細的地表工程地質調查和測繪的基礎上，結合通過對采空區有關人員的探訪，首先對主要開采礦層的空間展布進行地質判斷；然後採用國內外較為先進的工程勘探與檢測儀（簡稱「面波儀」 ） ，對1 ~ # 、 2 ~ #隧道中線兩側一定范圍內（共40米）進行了面波測試，對采空區的可能出露部位進行了較為準確的判斷；最後通過鉆探加以驗證，表明面波儀的測試結果是較為合理可信的。
  7. Based on abroad consultations and studies on national and foreign related datum, mainly taking shenzhen luohu fracture zone for research object, and by means of analysis on locale monitoring datum analysis, laboratory routine rheopectic testing, finite element numerical simulation and appraisal of gis stability, a few of conclusions can be summarized as the following : ( 1 ) analyzing present and past geological reconnaissance datum and reports of stability appraisal in luohu jiancheng district and synthesizing a mass of crustal stress monitoring datum and huangbeiling faultage f8 monitoring datum, and combining closely with practical engineering activity in luohu district, characteristics of crustal stress distribution is deeply discussed, which has an important guiding meaning for studying region stability and underground structure safety in luohu district

    本文在廣泛查閱、研究國內外有關資料的基礎上，主要以深圳羅湖破碎帶為研究對象，通過現場實際監測資料分析、室內常規流變試驗、有限元數值模擬以及基於gis的穩定性評價，可以得到以下幾點結論： （ 1 ）分析了羅湖建成區以前和現今的地質勘察資料、穩定性評價報告，綜合大量的現今地應力監測資料和黃貝嶺f8斷層監測資料，緊密結合羅湖建成區的實際工程活動，深入探討了羅湖區的地應力分佈特徵，這對于研究羅湖地區區域穩定性和地下建築物的安全性具有重要的指導意義。
  8. This paper tells an evaluation method based on statistical analysis of geology data ? according to the history of geology change and analysis of project geology about the research section of lidu slope of hurong national highway located in south - west of hubei province, based on abundant actual investigation and experimental data, stressing on tracing the history and rules of development of slope change, we divide the data of investigation and test into two classes, one is external physical feature and structural performance, the other is factor of internal and external dynamic environment, following the analysis of mathematics statistical analysis, which points out the proportion of foundation of geology judgement and puts forward a valid identification beacon of stability

    本研究內容是一種以地質數據統計分析為基礎的評價方法。根據滬蓉國道南里渡滑坡研究區段的地質歷史演變結合工程地質類比法，以豐富的實際勘察、試驗資料為依據，以追索滑體的演化歷史和發展規律為重點，將滑體的勘察、試驗資料劃分為外部形態與結構性狀和內外動力環境因素兩大類，通過數理統計分析，給出地質判據的權重，提出切實可行的穩定性判別標志。從而對斜坡穩定性提出合理的、有說服力的綜合評價。
  9. This thesis mainly with lately set up the wen - fu railroad building guantou especially the big bridge foundation investigates for the example, introducing the engineering geology to investigate of method, process and result, according to the building guantou especially the big bridge drills to explore the data, by the engineering geology estimate to the district geology background, engineering geology condition, hydrology geology condition, the place stability, providing the engineering geology data and the design parameters of the necessity for the construction design

    本論文主要以新建溫福鐵路館頭特大橋橋基勘察為例子，介紹了工程地質勘察的方法、過程及成果，根據館頭特大橋的鉆探資料，通過對區域地質背景、工程地質條件、水文地質條件、場地穩定性的工程地質評價，為施工設計提供了必要的工程地質資料和設計參數。
  10. Based on the analysis of geological condition and hydro - geologic condition as well as the initial survey 、 design and construction of a highway slope the reason of developing formation of this high - way landslide is explored to reveal some parts of landslide mechanism and the construction impact on slope stability, finally some reasonable suggestions are presented for highway survey design and construction

    摘要通過對某高速公路滑坡的復雜的地質條件，水文地質狀況及初次勘察、設計、施工的分析，說明了該公路滑坡事故形成的原因，揭示了公路滑坡形成的部分機理和工程建設對邊坡穩定性的影響，對公路工程建設中的勘察、設計及施工提出了合理的建議。
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