貫入力 的英文怎麼說

中文拼音 [guànrùlì]
貫入力 英文
penetrating power
  • 貫 : Ⅰ動詞1 （穿; 貫通） pass through; pierce; thread 2 （連貫） be linked together; follow in a connt...
  • 入 : 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...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  1. All the following problems restricted undergraduate education : such as the contents of experiments were too simple, practice teachers of went adrift from fact, the funds for practice teaching were too low, teachers were too dogmatic, and intellectual continuity was lacking

    摘要傳統的園藝學專業實踐教學存在著實驗內容淺顯、實踐教學環節與生產實際脫節、投入低、教學環節各自獨立、知識的持續性連貫性較差等問題，制約了學生創業能力的提高。
  2. The trope of war as power dominates the poem by excluding the trope of redemption and avsorbing the trope of suffering

    戰爭作為一種力量的修辭格貫穿全詩，詩中排除了救贖的修辭格並加入了關于痛苦的修辭格。
  3. ( 2 ) from the equilibrium conditions of the isolated segment from a beam - column sub - assemblage, it is clarified for the first time that the bond stress along the beam rebars passing through the joint transfers into the column end to balance shear at this column end at the same ratio as that of the compression force in the compressed concrete at beam ends

    通過對樑柱組合體柱脫離體的平衡條件，首次明確了貫穿節點梁筋粘結應力和梁端受壓混凝土的壓力以相同的比例傳入柱端以平衡柱端剪力，從而對節點區的傳力機理重慶大學博士學位論文結出了完整的和具有說服力的解釋。
  4. At last, the author discussed the approach of releasing the two types of risk, pointing out that it must be the only outlet to breaking the path dependence effect and pushing the institutional bifurcation. the innovativeness of the dissertation was manifested in the following facets : first, the two heterodox paradigms were concluded after a thorough and systematical retrospect ; second, a brand - new framework was established by embracing the two paradigms ; third, the concepts of risk and financial risk, especially their information and institutional contains, were expatiated under the framework ; fourth, the characteristics of china ' s economic structure and financial structure and their theoretical meanings were well concluded ; fifth, the commercial banking systematical risk and the stock market systematical risk of china were well explored and explained, and some solutions were reached

    文章創新之處主要體現在以下幾點：通過對既有文獻的廣泛深入了解，歸納出兩個可能對主流經濟學形成挑戰的經濟學研究範式；通過模型化模擬，探討了將兩個範式相互融會貫通、從而建立起具有更好解釋能力和預測能力的理論體系的可能；在上述理論體系下對風險與金融風險進行了經濟理論和經濟史理論層面上的闡釋；以上述闡釋為基礎，對我國經濟結構與金融結構特點進行了理論歸納，對我國目前的商業銀行系統風險與股票市場系統風險進行了深入剖析，並總結出可行的化解途徑。
  5. 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、超長樁的可打入性有重要影響，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。
  6. 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入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入的探討和研究。
  7. Based on measurement of strains of both horizontal stirrups in the joint core and longitudinal reinforcement passing througth the joint, in different stages, transfer mechanism and factors affacting seismic behavior of the joint, were analysed. under different shear compression ration, effect of axial force ratio on seismic behawior of the joint was also evaluated, static shear and seismic shear of the joint based on capacity design were investigated. on this basis, new governing criteria and conditions of seismic behavior of the joint were put forward

    通過對節點區水平箍筋以及貫穿節點梁、柱縱筋在不同受力階段應變的精細量測，對節點的傳力機理以及影響抗震性能的因素進行了分析研究；對不同剪壓比條件下軸壓比對節點抗震性能的影響規律進行了分析研究；對不同受力階段梁筋的粘結退化規律以及節點區的剪切變形進行了分析研究；對節點的靜力抗剪與建立在能力設計思路上的抗震抗剪問題進行了深入研究，提出了建立在新思路基礎上的節點抗震性能控制準則和控制條件。
  8. In this film, he is a quiet and timid part time postman. what is not changed is his pretentious portrayal of characters. i think he really fancy himself as james dean, that it is unable for him to get rid of this star image no matter he is in a non - gangster film or in reality

    跟著男女主角平凡的邂逅令人想起韓國愛情片的清新格局，漸漸引人入性，惜林嘉欣遇害后又突然變成科幻式的人鬼情未了陳腔濫調，而且是以一貫港式粗糙科幻拍攝手法處理，科幻橋段一點也不真實可信，大大減低此片吸引力。
  9. To carry out the important thought of three represents, it is essential to push forward party building in a spirit of reform and instill new vitality in the party

    貫徹三個代表重要思想，必須以改革的精神推進黨的建設，不斷為黨的肌體注入新活力。
  10. To carry out the important thought of the “ three represents ”, it is essential to push forward partbuilding in a spirit of reform and instill new vitality in the party

    貫徹「三個代表」重要思想，必須以改革的精神推進黨的建設，不斷為黨的肌體注入新活力。
  11. 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
  12. It is pointed out that the increase of the pollutional quantity is caused by socioeconomic development, non - effective execution of laws and national policies, slow progress in pollution control, increase of pollution discharge orifices and so on

    指出造成排污量增大的原因是：社會經濟快速發展，入河排污口數量增多，查處違法不嚴，貫徹國家政策不力，對水污染治理滯后等。
  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. 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） 。
  15. According to the fact that the penetrate mechanism of static sounding penetration and static jacking pile is similar, we obtained the predict formula of the static jacked resistance of the precast piles after comparing several engineerings, and can use it in the construction of the precast piles

    本文主要依據靜力壓樁與靜力觸探貫入相似的機理提出用靜力觸探指標預估壓樁阻力的計算公式，並用杭州粉砂土地區的幾個工程實例作分析和驗證，為靜壓樁的設計和施工提供了理論依據。
  16. In combination with the injection depth of pile at each hit, the continuous variation of the bearing capacity of the pile endpoint soil with the depth can also be calculated

    結合每一錘的貫入度（或每一錘時樁的入土深度） ，還可獲得樁端土承載力隨深度連續變化的測試結果。
  17. ( 5 ) the excavating examination and dynamic sounding examination are used to testify the construction quality of the vibroflotation process. standard penetration test is also used to test the fill - material between the stone columns

    對振沖處理效果和質量，採用了開挖檢查，樁體動力觸探檢測，樁間士初、川:貫入試驗及取樣試驗等方法對施土效果和質量進行檢測。
  18. ( 4 ) to determine liquefaction potential in site, several viable approaches are used, and these are ( 1 ) the standard penetration test ( spt ), ( 2 ) measurement of in - situ shear wave velocity ( vs ), and ( 3 ) use of test data and seed & idriss method. considering the non - linear of the soil, we calculate the earthquake response of the soil with the hardin - drnevich model and the finite element method. finally, we estimate the liquefaction capability of the site during earthquake in xuzhou, jiangsu province

    中國地展局工程力學研究所碩士學位論文川採用《建築抗震設計規范》 （ gb50on一2001 ）基於標準貫入試驗的判別法、基於場地剪切波速的液化判別方法和seed一idriss簡化法對可液化場地進行了液化判別;考慮土的非線性，採用等效線性化模型，利用有限元方法進行了場地的地震反應分析;並對滬蓉高速鐵路徐州段可液化場地的地震液化性能做出了綜合評價。
  19. In the thesis domestic and foreign relation model of standard penetration blow count and shearing velocity, standard penetration blow count and deformation modular, shearing velocity and foundation bearing capacity are analyzed. on base of these analysis a new calculation model that applying rayleigh wave velocity to calculate the stress ratio of pile and soil between piles is established. because of the difference of region and soil character, the new model own three branch model, ie, japan model, wuhan model, xia liaohe mo del, in three different conditions

    文章通過分析國內外標準貫入擊數與剪切波速、標準貫入擊數與變形模量、剪切波速與地基土承載力之間的關系模型，並考慮到地區性和土質類別的差異，分別選用日本公路橋梁抗震設計新規程模型（日本模型） 、武漢地區模型、下遼河平原模型三種模型建立了新的樁土應力比計算模型? ?應用瑞雷波速求解樁土應力比之間的計算模型。
  20. Through studying the cptu chamber test with the soil as a medium in door, according to the stress which generated in the course of probe penetrating, include axial additional stress and radial additional stress, measured by subminiature pressure cells which buried in the soil. this paper analyzed the rule of variation of axial and radial additional stresses, and compared with each other

    摘要通過以粘土為介質的孔壓靜探（ cptu ）模型槽試驗研究，根據埋置在土中的微型土壓力盒在貫入過程中所則到的土應力（軸向附加應力和徑向附加應力） ，分別分析了軸向和徑向附加應力的變化規律，並進行了比較。
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