貫入 的英文怎麼說

中文拼音 [guàn]
貫入 英文
injection貫入載荷 penetration load
  • : Ⅰ動詞1 (穿; 貫通) pass through; pierce; thread 2 (連貫) be linked together; follow in a connt...
  • : Ⅰ動詞1 (進來或進去) enter 2 (參加) join; be admitted into; become a member of 3 (合乎) conf...
  1. Jointing products - mastics - test cone penetrability

    接縫產品.膠粘劑.試驗圓錐貫入
  2. Ball - point penetrator

    球體貫入度儀
  3. Specifications for test of pocket penetrometer

    袖珍貫入儀試驗規程
  4. Rules of pocket penetrometer test

    袖珍貫入儀試驗規程
  5. Soil ; investigation and testing - proctor - test

    土壤.勘察和試驗.普氏貫入試驗
  6. Penetration - graded asphalt cement for use in pavement construction

    路面建造用按貫入度級配的瀝青膏
  7. The soil plug has an important effect on the pile driveability, and the pile diameter has an important effect on the property of soil plug, too. then the plugged effect judging method and nonlinear model of soil plug of the large ( super large ) diameter, super length, deep penetration pile have been established. hyperbolic model of soil plug was also proposed to calculate the inside static resistance

    3 .土塞對大直徑、超長樁的可打性有重要影響,而樁徑大小直接影響土塞特性,本文建立了大直徑(超大直徑) 、超長、深貫入樁土塞閉塞效應判斷方法和土塞非線性雙曲線計算分析模型,並提出了「內側極限摩阻力動態分佈」模式。
  8. Based on the data of pile driving records of a great number of piles in offshore platforms and the project about driveability analysis of super large diameter, super length, deep penetration pile of one oil - gas field in our south sea , simultaneously, following up the front of the research of pile driving, studies have been performed as followings : 1

    本文緊密結合大量工程實測數據和我國南海某大型油氣田開發所提出的平臺超大直徑、超長、深貫入樁基的動力打樁可打性和承載力的高精度預測分析研究課題,同時跟蹤本學科前沿領域,對以下幾個方面進行了較為深的探討和研究。
  9. Test method for ball penetration in freshly mixed hydraulic cement concrete

    新澆水硬性水泥混凝土中球體貫入的試驗方法
  10. Abstract : reviewed are five methods for the analysis of the penetration of jacked - in piles, namely, cavity expansion method, strain path method finite element method, slip line method and calibration model test. after analysis, it is pointed out that it is more rational to adopt sub - statical spatial axisy numerical formulas based on traditional plane - strain cavity expansion method in the analysis. after spatial closed - form solutions are obtained for soil movements, stresses and initial excessive pore pressures generated durihy pile penetration are found out. it is suggested that finite element analysis together with centrifugal model test be used in verifying the results

    文摘:在分析飽和粘土中靜壓樁的貫入機理的基礎上,對靜壓樁沉樁分析的圓孔擴張理論、應變路徑法、有限元分析、滑移線理論和模型槽試驗等五種方法逐一進行評述,並提出在傳統的平面圓孔擴張理論基礎上加以改進,採用準靜態空間軸對稱方程組對靜壓樁貫入過程進行模擬,從而得出土體位移、應力、初始超孔壓的空間解析解,同時採用有限元分析、模型槽試驗相互印證的研究方法
  11. Cone penetration of lubricating grease, method of test for

    潤滑脂圓錐貫入試驗方法
  12. Specification for standard penetration test

    標準貫入試驗規程
  13. Standard test method for energy measurement for dynamic penetrometers

    用動力貫入器測量能量的標準試驗方法
  14. Standard penetration test

    標準貫入試驗
  15. Then displacement fields are researched via the finite element model that accords with actual process of jacked pile. and the effects of displacement fields caused by difference modulus ratio, friction between pile and soil, possion ration of soil and soil index of c and are put forward

    接著建立了能夠模擬沉樁連續貫入的有限元模型,利用該有限元模型分析了樁土模量比、樁土界面接觸剛度、樁土界面摩擦、泊松比以及土體的c和指標等因素對沉樁擠土效應的影響。
  16. This paper points out that the ore - forming pattern of this mineral deposit is ore - bearing basic - superbasic magma melting - crystalline different and ore magma impulse injection in turn. it indicates there maybe has a ore shoot in the bottom of iii rock body ( interrupted below 650m ), and advises to geophysical prospecting in the mining shaft

    並指出本礦床為含礦基性-超基性巖漿熔離-結晶分異和礦漿依次脈沖式貫入的銅鎳硫化物礦床成礦模式,指明號巖體下部( 650m以下中斷)可能存在一富礦體,並建議進一步做井中物探證實。
  17. Based on the distribution regularities of stratigraphic sandy soil in the tianjin yongdingxin river estuary area, the in - situ standard penetration test ( spt ) method and the indoor dynamic triaxial test method were used to make the sandy soil liquefaction discrimination

    摘要根據天津永定新河口灘塗地層沙性土分佈規律,採用現場標準貫入試驗和室內動三軸試驗兩種方法進行了沙性土的液化判別。
  18. The in - situ testing includes surface deformations, sub - surface movements, earth pressures, pore water pressures, underground water levels, spt, stresses of pipes and pipe - soil contact stresses. in addition, the total jacking forces, deviations in line and level of the pipe line and earth pressures in the earth pressure balance machines ( epbm ) are also recorded. the results of field - testing are analyzed, and the variety of testing datum include earth pressures, pore water pressures and underground water levels during the course of the shield through it are studied

    現場測試內容包括地面變形、深層土體變形、土壓力變化、孔隙水壓力變化、地下水位變化、土體標準貫入試驗、管道內力變化、管土接觸應力變化以及頂管施工現場記錄(包括頂力、土壓力、平面偏差、高程偏差等) 。
  19. The story, presented from a male perspective, is actually quite interesting. i am not sure if director riley yip has incoporated any of his personal experience into the script or not, but what is certain is that the story shows his genuine love toward hong kong cinema. through the main setting of the film, that is, the movie theater in cheung chau, yip recalls the collective memory of the older generations about their time and reminds us how vigorous the film business was in the past

    此片以男性角度為主,編劇兼導演葉錦鴻或許曾把部分個人經歷套劇情也說不定,不過有一點肯定的是,葉把自己對香港電影的熱愛和感情完完全全融劇情之內,他透過戲中主景,長洲舊戲院,把當年上畫的電影海報重現眼前,劇情之間亦穿插不少舊戲片段,對于同為成長於六七十年代的觀眾,必會有一番感受,猶其看著當年電影上畫觀眾魚貫入場,景況墟撼,和現在冷清的戲院環境相比,就更感無奈和惋惜。
  20. Abstract : artifical intelligence methods are implemented to simulate thebehaviors of axially and laterally loaded piles using the field observation tests data obtain ed f rom the drilled shafts and driven piles. the optimal neural network model is deve loped using only simple input data of spt - n values and piles ' geometrical featu r es etc. the analysis for r. c piles of some projects is performed adopting the bp n n and grnn models respectively, and the obtained predicated results are compared w ith the data from conventional design method. it demonstrated the obvious advanta ges of neural networks in the design of pile foundations over the traditional me thods. this paper has an important practical significance and a referential worth iness in the design of pile foundations

    文摘:根據鉆孔樁和打擊樁的原型試驗觀測的數據,運用人工智慧方法對橫向承載樁和軸向承載樁的工作特性進行模擬,並利用標準貫入試驗( spt - n )值和樁的幾何特性等簡單的輸數據,開發出相應的優化神經網路模型;然後,運用反向傳播神經網路模型和廣義回歸神經網路模型分別對某工程的鋼筋混凝土樁進行分析,並將求得的預測結果與常規設計法的結果進行比較,結果表明神經網路方法比傳統方法有明顯的優越性,在實際工程設計中具有重要的參考價值和現實意義。
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