試探性試驗 的英文怎麼說

中文拼音 [shìtànxìngshìyàn]
試探性試驗 英文
running test
  • : 名詞(古代占卜用的器具) astrolabe
  • : Ⅰ動詞1 (試圖發現) try to find out; explore; sound 2 (看望) call on; visit; see 3 (向前伸出)...
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • 試探性 : trial; exploratory; probing試探性攻擊[進攻] probing attack; 試探性氣球 trial balloon; 試探性談判 exploratory talks
  • 試探 : sound out; feel out; probe; explore
  • 試驗 : trial; experiment; test
  1. Vegetation dynamics and soil characteristics of different period abandoned land was conducted in typical steppe at xilinguole league and meadow steppe at hulunbeier league, inner mongolia. the results showed : the function community of annual plants, perennial rhizornatous grasses and perennial rosette grasses were appeared at different succession stage of abandoned land in typical steppe and meadow steppe

    分別在內蒙古錫林郭勒盟典型草原帶和呼倫貝爾盟草甸草原帶對不同撂荒年限的撂荒地植被動態及土壤特進行了研究,目的是討草原區撂荒地植被演替的規律,為撂荒地植被的重建提供理論依據。
  2. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後,對巖土工程領域至今尚未解決,甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的討,提出了考慮地基變形的地基承載力上程計算方法;對基於彈塑理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎(空間問題)的承載力界限荷載p _ ( 1 / 4 ) ,並與國內外土力學專著及地基基礎設計規范中的條形基礎(平面問題)的界限荷載p _ ( 1 / 4 ) ,進行了對比,從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況;根據本文作者多年從事現場地基工程振動及相關課題的研究工作,本文以截頭錐模型模擬地基,對地基(巖基)承載力的動測法進行了研究,為各類地基(包括巖基) ,匯總了動力分析和檢測川的參數:針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題,從巖石室內單軸抗壓強度確定、基於彈塑模型的有限單元法計算、土力學計算及深斤載荷四方面進行了深入討論;本文作者根據多年現場載荷的工程實踐,對深井荷裝置的核心部分? ?反力裝置,設計了側壁支撐反力加載系統,該加載系統具有實用、簡便、穩定及安個等優點。
  3. The firth chapter is " other questions of designing of the " dehong " ", it makes a study of of its bitt - towing - power - experiment and the layout of signal equipment according the property of salvation. directed by dr. shi xin

    主要針對「德宏」輪的救助特,對系柱拖力、救助船技術要求、信號設備布置等問題,進行了分析和討。
  4. The chapter 4 specially discusses the reclamation of formate and causticity of the formulations. the experiment result reveals that the reclamation is satisfying

    論文的第四章就甲酸鹽回收利用和體系腐蝕進行了專門的討,尤其是其中甲酸鹽的回收利用取得了較令人滿意的結果。
  5. Through the experimental research, we think : the technological capacity of fiberglass asphalt macadam if weaker than asphalt macadam, however, if use elasticized capacity to solve blending technological problem. adjust the breed of fiber silk, extend its diameter, its paving capacity is still worth exploring, asphalt - rubber macadam structure lager have good deformed - become capacity and crazed - resistance capacity, small gap rate. good water - resistance capacity, good hot - stability and simple construction technology. therefore. pitch rubber spall is a good cover material which is suitable for the second class or lower whose asphalt pavement has split open because of fatigue. and is the good structural measure of preventing half - rigidity grass - roots unit shrink - rift reflecting. pave a thin layer of pitch rubber spall between asphalt - type pavement layer and half - rigidity basic level, although the cost of building is higher than paving togongbu in the middle, the construction technology, crazing - resistance and water - resistance are better than togongbu, not only could reduce greatly the reflex of half - rigidity grass - roots unit material, long then the use lifespan of pavement, but also it is possible to reduce suitably the thickness of asphalt mixture layer, though the cast of building in the early days becomes more, in the long - term opinion, it have fully important technological and economical significance

    通過研究認為:玻璃纖維瀝青碎石的技術能不如瀝青碎石好,但路用彈能較好,如能解決拌和工藝問題,調整纖維絲的品種,增大其直徑,其路用能仍值得討,瀝青橡膠碎石結構層具有變形能和抗裂能良好,空隙率小,防水能好,熱穩定較好,施工工藝簡單的特點,因此,瀝青橡膠碎石是二級及二級以下公路因疲勞而開裂的瀝青路面的良好罩面材料,也是防止半剛基層收縮裂縫反射的良好結構措施,在瀝青類路面面層和半剛基層之間夾鋪瀝青橡膠碎石薄層,雖然造價比夾鋪土工布高,但其施工工藝,抗裂能和防水能均優于土工布,不僅可以大大減少半剛基層材料的反射裂縫,延長路面使用壽命,而且可能適當減薄瀝青混合料面層的厚度,雖然初期造價有所增加,從長遠來看,具有十分重要的技術和經濟意義。
  6. Abstract : the friction types and wear mechadism of high - chromium cast iron composite is discussed. the experimental results show that this compositc pipeline has good economic benefit, applicability and popularization in coal separation medium pipeline

    文摘:從磨損類型和耐磨機理等方面,對高鉻耐磨鑄鐵復合材料進行了討,結果和經濟效益分析表明,這種高鉻耐磨鑄鐵復合管對于選煤介質管路有良好的適用和推廣應用價值。
  7. At the same time, the effects of dragging force from fall of hydrometeors and latent - heat release from phase transfer are tested. from the analyses we conclude that the distributing of the cloud particles relates with temperature closely. huanan heavy rainfall and mei - yu front heavy rainfall have mixed - phase process with vapor phase, liquid phase and ice phase

    詳細分析了形成降水的雲物理過程,討了源匯項對水凝物的貢獻,並通過敏感,考察了雲物理過程對降水熱力動力過程的反饋作用,研究結果表明:華南暖區暴雨和長江梅雨鋒暴雨的雲物理過程具有汽、水、冰三相混合雲特徵。
  8. Superstructure compressed air ( water supply 、 fire fighting 、 smoke detection ) piping to be done air - tightness test

    上層建築壓縮空氣管系(供水管、消防管、煙霧測管)密
  9. Test of leaching rare - earth elements from phosphate rock containing rare - earth elements

    含稀土磷塊巖稀土浸出
  10. Through the comparative text of the four reinforced concrete frames braced with the eccentric steel, which have the same shapes, materials, dimension and the different brace form, several parameters of these frame behavior, such as side stiffness, limit load and energy consume ability, were studied. the limit state of these frames were analyzed

    本文通過對四榀具有同一外形尺寸及配筋而具有不同型式的偏心角鋼支撐的鋼筋砼框架和一榀相同尺寸及配筋的鋼筋砼框架的對比,研究了上述結構的抗側剛度、極限承載力及結構的耗能等各項指標,討了偏心角鋼支撐鋼筋砼框架結構的受力特點,並對其極限狀態進行了理論上的分析。
  11. Through the analysis of the two test results of the space model specimens of the long - span pre - stressed concrete hypo - beam floor system, the thesis discuss the seismic resistant behaviors of the structure system under horizontal force

    本文通過對兩榀大跨度預應力次梁樓蓋的空間模型件的研究,討了該結構體系在地震水平力作用下的抗震能。
  12. Soil, investigation and testing - determination of density of non - cohesive soils for maximum and minimum compactness

    建築地基.勘.最疏鬆和最緻密巖層非粘結
  13. Based on the theory of constructivism and the input hypothesis produced by krashen and the experimental multimedia teaching model of college english in lianoning normal university, the authors have made a deep research on college english multi - media teaching model and analyzed the test result

    以建構主義學習理論和克拉申輸入假說理論為指導,基於遼寧師范大學大學英語多媒體教學的,對這種新的教學模式所取得的教學成果進行了討論與分析。
  14. If it is true, next step is to investigate what kind of bonding mode occur between them by using ir, ms to study the interaction of the organogermanium with the nucleotides which can indirectly prove the possibility of the interaction

    同時用紅外光譜、質譜等方法討了二氯二乙基鍺與單核苷酸的相互作用,進一步證明了二氯二乙基鍺與dna發生配位結合作用的可能結果表明:在0
  15. Because of non - theoretic experience and rules, it is impossible for material design to deviate entirely from experience in due course

    由於大量尚未理論化的經和實規律的存在,在相當一段時間內還不可能完全脫離經和不進行來進行材料設計。
  16. Research and summary for stray losses and overheating control on metal parts caused by leakage flux of transformer has been given by author in this article through a lot of tests on site, meanwhile, the analysis has been given by electrical - magnetic theory also

    本文運用變壓器電磁學理論,通過進行大量,研究並總結出如何控制由於變壓器漏磁引起的附加損耗以及金屬構件中的溫升。
  17. Based on the malfunction datum of 328 power transformers ( 110kv or above ), the paper makes the following studies by both the analysis of the datum and lots of tentative tests and presents the corresponding research results : the research on the malfunction mode classification of power transformers by the failure tree analysis method ( fta ) ; the research on the status prediction criterion of running power transformer ; the research on detective methods and criterions of the disability of the power transformer ; the research on evaluation the life of the power transformer ; the research on the relationship between the status estimate system and status examination & repair of the power transformer

    本論文以電力系統328臺110kv及以上電壓等級的電力變壓器事故和故障統計資料為基礎,通過對110kv及以上電壓等級電力變壓器故障數據的整理分析和大量,對以下方面開展研究並給出研究結果: 1採用fta (故障樹分析法)對電力變壓器的故障模式進行科學分類2電力變壓器運行中的狀態預測判據研究3
  18. Based on the tribology theory, the experiment method of the scuffing load capacity of worm gear oil was studied in this paper by means of the large number of groping evaluation experiments, and based on the test results of worm gear drive lubricated by 15 types oils and the surface analysis of worm gear after the experiments, the effect of oils and additives on anti - scuffing load capacity of worm gear pair was studied. the results show that the experimental method of the scuffing load capacity of worm gear oil has a good repeatability and distinguishability

    本文運用摩擦學理論,通過進行大量的臺架評定,研究開發出蝸輪蝸桿油膠合承載能力臺架評定方法,並在此基礎上進行15種不同配方的蝸輪蝸桿油的膠合承載能力臺架評定后蝸輪齒面的表面能譜分析,以考察潤滑油、添加劑對蝸桿傳動膠合承載能力的影響結果。
  19. Through preventive and analyzing test of dissolved gas, water content in oil of the large - scale rectification transformer, we discuss the validity of the preventive test, and put forward the proposal on examining method, the failure diagnosis as well as the present situation and the development of maintenance for large - scale rectification transformer

    摘要通過對大型整流變壓器油中溶解氣體、油中含水量分析預防討預防有效,並對檢測方法、故障診斷以及大型整流變壓器狀態檢修的現狀與發展提出建議。
  20. The main research outputs of this paper are as follows : l. baed on the choosing rational mix proportion, the influence of changing volume proportion of steel fiber on mechanical properties such as crushing resistance, splitting resistance, breaking resistance and bending resistance and the variation rule of mechanical properties are studied by experiment and theoretical analysis of 320 samples. according to experimental results of different layered structure of fiber - reinforced concrete, the influence of layered height on splitting strength and breaking strength is discussed. so it offers reliable reference to design road structure by using fiber - reinforced concrete

    在選擇了合理的配合比基礎上,通過對320塊件的和理論分析,研究了鋼纖維體積率的變化對抗壓、劈拉、抗折以及彎曲韌等力學能的影響及變化規律,由不同分層件的結果,討了鋼纖維混凝土的分層高度對劈拉、抗折等強度影響,為鋼纖維混凝土的路面結構設計提供了可靠的依據。
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