現場勘驗 的英文怎麼說

中文拼音 [xiànchǎngkānyàn]
現場勘驗 英文
at the scene investigation
  • 現 : Ⅰ名詞1 （現在; 此刻） present; now; current; existing 2 （現款） cash; ready money Ⅱ副詞（臨時; ...
  • 場 : 場Ⅰ名詞1 （平坦的空地 多用來翻曬糧食 碾軋穀物） a level open space; threshing ground 2 [方言] （...
  • 驗 : 動詞1. （察看; 查考） examine; check; test 2. （產生預期的效果） prove effective; produce the expected result
  • 現場 : 1. （出事地點） scene 2. （工作地點） site; spot; on-site; work field
  1. Geotechnical investigation and testing - field testing - part 11 : flat dilatometer test iso ts 22476 - 11 : 2005 ; german version cen iso ts 22476 - 11 : 2005

    土工勘察和檢測.現場檢測.第11部分:扁平膨脹儀試驗
  2. After certain on - site investigation and inspection, the guangdong provincial department of foreign trade and economic cooperation shall hand out its decision upon seeking advice from local examination and inspection authorities

    廣東省對外貿易經濟合作廳經現場勘察、審核，徵求駐省檢查檢驗單位意見后，提出審批意見。
  3. As to planar visco - elastic prediction of settlement, this paper fixes on range of the back - calculation parameters range, analyzes back - calculation parameters which are indispensably in the course of anti - analysis. since it is difficult to acquire the optimization result in simultaneous back - calculation, this paper puts forward a calculation method which combined with investigation data and field experiment data to minimize the parameters to get optimization

    （ 2 ）針對二維粘彈性沉降預測，確定了模型反演參數的取值范圍，對于多層軟土地基變量同時反演很難獲得最優解的問題，提出結合工程勘察和現場實驗以減少參數的方法獲得最優解。
  4. The author mainly discussed the importance and some special notes in the proof - text of groundwork with other confreres, enhanced the owners and interelated departments ' recognition of the proof - text of groundwork, through a case study in shenyang city of liaoning province in northeast china

    摘要針對目前勘察市場地基驗槽工作存在的問題與不是，利用相關的技術規范並結合部分工程實例，探討分析地基驗槽工作的重點及地質異常的處理方法，歸納總結地基驗槽工作出現問題的原因，重申地基驗槽工作的重要性，用以加強業主及相關部門對地基驗槽工作的重視。
  5. In accordance with the construction of xi ' ning - huangyuan first class highway and machangyuan - ping ' an high - speed highway, based on a good deal of investigation, this paper studies the geologic character and the main physical mechanics of the collapsibility loess in qinghai. this paper also studies the foundation treatment effect with dynamic consolidation, impact rolling, lime pile and lime - soil cushion. to dynamic consolidation, much attention is given to the relationship between the ramming energy and the effective depth

    本文結合西湟一級公路、馬平高速公路建設，對青海地區濕陷性黃土進行了大量勘探調查，總結研究了青海地區濕陷性黃土的地質結構特點、主要的物理力學性質及其規律；並通過現場試驗，系統地研究了強夯、沖擊碾壓、灰土擠密樁和灰土換填等地基處理方法的施工工藝及處理效果。
  6. How to distinguish the sliding zone from a loess landslip relied on the technician ' s experience in - site. 4 typical loess landslides located in jingyang county along jinghe river, named dongfeng landslip, shutangwang landslip, xiuchidu landslip and taiping landslip were studied through in - situ measurement and sample tests to identify the sliding zone

    摘要以陜西徑陽縣徑河沿岸4個典型黃土滑坡為研究對象，通過現場勘察和采樣試驗，探尋滑帶土的物理特性和結構特徵差異，以期在實踐中為確定滑動面位置提供可靠依據。
  7. Based on in - situ investigation, indoors soil tests, data process and calculation analysis for chunhua reservoir, this article acquires the distributing regulation and physical & mechanical properties for each layer soil below the dam base, and further determines typical model cross sections for static & dynamic stress deformation analysis

    本文根據對純化水庫進行的現場勘察、室內土工試驗、室內資料處理、計算、分析獲得了壩基以下各土層的分佈規律及物理、力學性質指標，進而確定靜、動應力變形分析的典型斷面。
  8. In conclusion, the above - mentioned three applications and studies are integrated with practical engineering projects, respectively referring to slope rock mass, dam foundation rock mass and underground opening rock mass. at the same time, the computing data from laboratory experiment and spot observation has project background

    上述三個方面的應用與研究都基於具體的工程問題，分別涉及了邊坡巖體、壩基巖體和洞室巖體，數據來源於室內試驗和現場勘測，有明確的工程實踐背景。
  9. According to the geological data which was gained by exploration investigation, establishing a geological model which can reflect rock mass characteristics ; with analyzing the internal and exterior factors synthetically, the deformation and possible failure mechanism and mode of the cut slopes was confirmed which combines with stereoic projection and other techniques ; the stabilities of the 14 high slopes are estimated synthetically by applicable design codes and guidelines. with the estimate result and some other analysis methods, the rock mass mechanical parameters of slope are identified ; as a results, 14 high slopes fall into 4 categories based on rockmass characteristics and discontinuities. the stability and deformation of some typical slopes was analyzed with distinct element method by udec ; the safety factor of some dangerous slopes are calculated by rigid limiting equilibrium method for comparison

    首先著重研究影響邊坡穩定性的內在因素，主要是通過地質勘探、測量、現場觀測等手段取得研究區地質體的基礎地質資料，建立起能夠反映地質體結構特徵的地質模型;隨后綜合分析潛在的內外部影響因素，並結合赤平投影對邊坡可能的失穩模式或破壞機製作出判斷;運用已有巖體質量分類方法對沿線14個高陡邊坡穩定性進行初步的評價，並結合試驗研究、經驗判斷、工程類比等手段確定了坡體的巖體力學參數;根據穩定性初步評價結果將研究區14個高陡邊坡按開挖方式分為4大類，並利用離散元程序udec對各類典型高陡邊坡進行了穩定性計算分析;對潛在危險邊坡利用剛體極限平衡法求出了不同工況下的安全系數。
  10. Administrative penalty evidences are superficially classed as : physical evidence, written evidence, testimony, statements of parties, audiovisual material, inquisition record, spot inspection report. all the administrative penalty evidences should be recorded in the administrative rolls. in my opinion, " hearing record " should be a new kind of evidence

    已有研究中證據形式都是從表層對證據進行分類，包括物證、書證、證人證言、當事人陳述、視聽資料、勘驗筆錄和現場筆錄等，作為行政處罰證據，除具備上述法定形式之外，都應當有一個共同的特徵，即以行政案卷為共同的載體。
  11. According to these, a set of convenience and simple xrf geological mapping techniques were set up. the xrf technique has been first used in luhuo au mine field, sichuan province and tongliang sr mine field

    在理論研究的基礎上，採用x射線熒光現場測量技術對四川爐霍縣某金礦勘查區和重慶某鍶礦勘查區等地進行了地質填圖試驗。
  12. Geotechnical investigation and testing - field testing - part 10 : weight sounding test iso ts 22476 - 10 : 2005 ; german version cen iso ts 22476 - 10 : 2005

    土工勘察和檢測.現場檢測.第10部分:重力探測試驗
  13. In 2001, staff of the forensic science division examined 20, 171 cases and attended 783 crime scenes

    二一年，法證事務部合共檢驗20 ， 171宗案件，並勘查783個罪案現場。
  14. To get the stability of shallow structure foundation and adjacent seabed in cheng dao shallow sea area, we have made an investigation on high resolution echo depth side sonar and shallow strata section etc. and made use of experiment analysis of core, in situ, indoor to compute, analyze and assess the stability on new computing method

    為了得到埕島海域淺水區構築物地基及周邊底床穩定性，本文通過高解析度的回聲測深、旁側聲納及淺地層剖面等聲學儀器勘查，並結合鉆孔、現場和室內的實驗分析，採用新的計算方法，對埕島海域淺水區人工構築物地基及周邊底床穩定性進行了計算、分析和評價。
  15. According to the data of the report of reconnaissance and applying all kinds of experiential methods, the mechanics parameter is provided for further analysis

    然後以勘察資料為基準，綜合採用各種經驗方法，結合現場調查的結果研究了洪崖洞巖體的力學參數，作為數值模擬和工程分析的依據。
  16. Abstract : based on the result of the site investigation 、 test and field monitoring, this paper briefly describes the environmental geological condition and it s fundamental character of baitukan landslide, and analyses it s formation mechamism 、 stability and harmfulness. the corresponding counter - measure is thus suggested

    文摘:根據現場調查、測繪、勘探、試驗和監測成果，簡要闡述四川省康定城白土坎滑坡復活變形的環境地質條件和基本特徵、成因機制、穩定狀況及危害程度，並提出相應的防治對策。
  17. 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。
  18. Which often produces some unexpected problems, such as prolonging time limit of project, increasing engineering quantities and cost, etc. through test on the site, dynamic value analysis, finite element unit method, the paper researchs construction technology of in - situ pile, transfer theory, thickness of supporting layer of head slab and depth of pile in karst area, provides some important conclusions, directs effectively the design and construction of this kind of projects

    但因溶洞的分佈規律性差，現有勘探手段難於事先查明它的準確位置及大小，因而常常給施工帶來意想不到的問題：工期延長、工程量增加及工程費用增加等。本文通過現場試驗、理論計算和有限單元分析，對巖溶地區鉆孔灌注樁的施工工藝、荷載傳遞機理、持力層頂板厚度及嵌巖深度等方面進行了較為系統的研究，得出了一些重要結論，有效地指導了該類工程的設計和施工。
  19. The test on horizontal bearing capacity of thin - wall hollow pile is analyzed in the paper, which has been carried by shanghai investigation and design institute. the calculation results conform to the testing results. so, the analysis methods presented in the paper are validated by the results from field test

    文中對上海勘測設計院進行的薄壁筒樁水平承載能力試驗進行了相應的計算分析，所得結果規律與試驗結果較為吻合，使得本文提出的分析方法得到了現場試驗的驗證。
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