破裂壓力 的英文怎麼說

中文拼音 [liè]
破裂壓力 英文
breakdown pressure
  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 壓構詞成分。
  • : 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...
  • 破裂 : break; fracture; burst; split; rupture; crack
  1. Based on the previous research on the portal crane administration, one standpoint put forward in this paper is idea that is on the foundation of reliability in this paper, two viewpoints take shape when reason is analyzed, that is fatigue break and appearing the flaw that will extend. what is the fatigue break ? ( this phenomenon is always happen in some place ), the fatigue is that board appears apophysis and concave when the board is pressed. so that the board ability of bearing the weight of load will descend

    本論文建立在已有的港口裝卸機械管理的研究基礎之上,進一步提出了以可靠性為基礎的港口裝卸機械的管理思想,已有的研究表明,港口機械設備壞主要由於兩個原因,第一是穩定性問題,特別是構件的局部穩定性,所謂穩定性是指:在板的平面內,板受到平行於板面的作用,使板發生隆起、內陷等凹凸不平的結果,從而使板受載能減弱;第二是結構出現疲勞紋及其擴展,這是由於設備長時期運行,而造成設備某些部位出現紋並得以擴展,使設備承載能下降。
  2. The fault controlled the magmatism and metallization relevant to the contact zone, and deformed successively and produced cataclastic rocks and two sets of joints ; the second stage was from late cretaceous to eocene. the fault zone deformed right - laterally under ne - sw striking transtention, and new joints zone was produced at the end of the two main faults because of local stress concentration. the fault produced inchoative cataclastic rocks, and two sets of typical joints in plutons ; the third stage of deformation was relatively faint and only a little of microcracks was produced and infilled with vei ns in the deformed rocks, which was during the himalayan movement

    其後的繼承性活動在斷帶內形成碎程度最強達到碎巖的碎巖系列構造巖,變形帶兩側發育兩組典型的共軛剪節理;第二次在晚白堊世?始新世,斷在北東?南西向近水平擠作用下右行張扭性活動,斷帶兩主斷在斜列重疊的端部由於局部應集中進一步擴展形成節理帶,而斷在巖體區也發育兩組典型的共軛剪節理,斷內形成初碎巖為主的構造巖;第三次是喜山期以西側抬升、東側下降的強烈升降為主的活動,在基巖中,主斷層兩側圍巖出現微
  3. Variation ratio of dimensional after water rinse, ultimate strength, neps and pile, tearing resistance, bursting strength, joint strength, commissure ' s swerve strength, fabric shift ( slip ), ventilate degree, elasticity ( resilient rate / deformation rate ), anti - water permeability ( hydrostatic pressure ), extension and resilience, abrasive resistance, gets wet the nature, hydroscopicity, stock ' s transverse ductility, fire resistance, antistatic

    水洗尺寸變化率(縮水) ,斷,起毛起球,撕,彈子頂,脹強度接縫強,縫口脫開程度,紗線滑移性能(滑脫) ,透氣量,彈性(回復率/變形率) ,抗滲水性(靜水) ,延伸及回復性,耐磨性,沾水性,吸水性,襪子橫向延伸,阻燃性能,抗靜電。
  4. Lawmaking is to aim to enhance all kinds of law ’ s efficiency factors which are confirmative degree and developmental degree and efficient social press. new laws are needed when the law demand which is asked for the variability of insider structure breaks through the intrinsic law supply because a domain ’ s insider structure changes, that is, new sub - domains appear, or intrinsic sub - domains expand or fission or shrink or die away. new laws are also needed if that situation is estimated by legislators in advance

    立法旨在提高各子域法的效率因子? ?確定性因子、適應性因子和社會的有效性因子;當域的內部結構發生變化,即出現新的子域,或者原有子域壯大、變、萎縮抑或消失時,這種域的內部結構的變異性對法律的需求一旦突了原有的法律供給,或者立法者已於事先估測到這種情形時,新的立法就成了必需。
  5. Some equivalent formulae for coulomb s earth pressure and rupture angle

    庫侖土角公式的各種等價形式
  6. Some equivalent formulae for coulomb ' s earth pressure and rupture angle

    庫侖土角公式的各種等價形式
  7. Bond fracture appeared to be due to osmotic pressure generated in the bubble by water soluble constituents leached from the interface.

    粘結的出現是由於外界面溶解出水溶性成分而鼓泡產生滲透之故。
  8. Analyzed the reason of stress corrosion cracking on u shape brass tube bundle when it is having penetrative test with ammonia, improved technology of test and gave out the method should be paid attention to during the process of brass tube exchanger

    摘要對黃銅管換熱器管束在氨滲試驗過程中發生應腐蝕,導致銅管的原因進行了分析,改進了施工方案,並提出了黃銅管換熱器製造過程中對管束進行耐試驗時的注意事項。
  9. After researching the loads on dangerous rock synthetically, the author points out the development and collapse mechanism of dangerous rock : the geology foundations that forms dangerous rock are the constructional surfaces such as tectonic fracture 、 relief fissure, soft interlayer etc. the developing of dangerous rock is due to release of in - situ stress in rock 、 aeolation 、 water erosion and root flerry. the main loads leading to collapse of dangerous rock are gravity, water pressure and earthquake force

    在綜合研究危巖上的各種作用之後,本文提出了危巖的形成和壞機理:硬質巖體中構造隙、卸荷隙、及各種軟弱夾層,結構面的的存在是危巖形成的地質基礎;地應卸荷、風化、流水侵蝕、植物根劈是危巖發育的主要作用;重、水、地震是危巖崩塌的主要荷載。
  10. Too much embankment of filled soil will result the destroy of road surface or instability of high - stack soil ; soil pressure at the top of culvert is the key parameter of culvert structure design, more or less of the parameter will result in economic waste or failure of structure

    堤頂沉降過大,輕者壞路面,重者路堤失穩,涵洞頂部土是涵洞結構設計的控制指標,計算過大導致經濟浪費,過小導致涵洞開,影響其使用壽命。
  11. Have the patient of haemoptysis symptom to tuberculosis, after the course is treated, haemoptysis stops, but should notice to maintain defecate unobstructed particularly, lest exert oneself to do sth. overly because of constipation defecate, make bosom, celiac pressure lifts abruptly, hemal wall burst, cause a patient to spit blood in great quantities thereby

    對于肺結核有咯血癥狀的病人,經過治療后,咯血停止,但非凡要注重保持大便通暢,以免因便秘而過分用排便,使胸、腹腔驟然升高,血管壁,從而引起病人大量咯血。
  12. Determining breakdown pressures in transversely isotropic formation by multipole array acoustic logs

    利用多極子陣列聲波測井資料計算橫向各向同性地層破裂壓力
  13. Using logging information can make the size and direction of in - situ stress, and then determine fracture pressure and breakout pressure so can provide the suitable mud density to solve the mechanics instability of borehole

    用測井資料可以確定地應的大小和方向,從而確定地層破裂壓力和坍塌,並給出合理的泥漿密度,解決井眼學失穩問題。
  14. This thesis integrates the borehole collapse model with the artificial fracture and imaging well logging to get the size and direction of in - situ stress, and set up the reasonable prediction model of fracture pressure and breakout pressure for carbonate profile, by making use of the rock mechanics parameters from logging information, based on comparing the present various prediction models

    本文在此綜合應用井眼崩落法、人工法和成像測井法以確定地應的大小和方向,並在分析比較國內外各種地層破裂壓力和坍塌預測模型優缺點的基礎之上,從測井資料中提取多種巖石學參數,建立了適合於碳酸鹽巖地層的破裂壓力和坍塌預測模型。
  15. Based on the above methodological analyses and practical situation of feixianguan interval in the luojiazhai and dukouhe structure on the east of sichuan, a set of well log interpretation formation pressure application program is developed. it has been successfully applied to the fine interpretation of luojia4 well and du4 well, and so on. the results of formation pore pressure, fracture pressure and breakout pressure are all accordant with the practical situation

    在上述方法理論研究的基礎上,結合川東羅家寨和渡口河構造飛仙關組地層的實際情況,編制了一套適合於該研究工區的地層測井解釋應用程序,並用於羅家4井和渡4井等井的測井資料精細處理中,所計算的地層孔隙、坍塌破裂壓力與實測資料相符,且所確定的鉆井泥漿密度窗得到了實際生產的驗證,達到了預期效果。
  16. Method for formation fracture pressure prediction of water injection wells and its application

    注水井地層破裂壓力預測方法及應用
  17. Fracture pressure gradient

    破裂壓力梯度
  18. Establishing the model for calculating the fracturing pressure of formation rock during oil gas wells fracturing by using fracture mechanics theory

    應用斷學理論建立油氣井時巖石破裂壓力計算模型
  19. Four arrays of apparent resistivity are arranged at this measuring surface of granite sample symmetrically with symmetrical four - electrode method, and at an angle of 45 between any two adjacent arrays. the elastic constraint is exerted on 4 surfaces for parallel to the longest dimension of the sample. the samples are compressed along the direction parallel to the longest dimension of the cubic, and the variation of apparent resistivity during the whole loading process is observed

    在花崗巖標本測量面上,布設4條夾角互為45的視電阻率測線,將標本平行長軸方向的4個面加上彈性約束,沿標本長軸方向加,測量標本視電阻率隨軸向應的變化,實驗結果為: 1巖石視電阻率變化形態顯上升-平穩-下降形態,但平穩段不明顯,時間很短2視電阻率開始下降時間,比其他受方式實驗結果都早,約提前10 %
  20. The experimental results are the following : 1 the resistivity changing features of rock show rise - smooth - drop, and the smooth segment is very short and unobvious. 2 the time of first drop for the apparent resistivity is earlier than all other loading experimental results, the rupture stress about moves up by 10 per cent. viz : the apparent resistivity starting drop when axial rupture stress increases about 40 per cent for the array parallel to the axial ; the apparent resistivity starting drop when axial rupture stress reaches about one - third for the arrays non - parallel to the axial

    即:平行於軸方向的測道,在軸向的40 %左右開始下降不平行軸方向的測道,視電現率約在1 3軸向開始下降3電阻率從開始下降起,下降速率逐漸增加,但增加得很緩慢,巖石大前,單位軸向應變化引起的視電阻率變化幅度也不是很大。
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