裂隙分佈 的英文怎麼說

中文拼音 [lièfēn]
裂隙分佈 英文
fracture spacing
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 名詞1 (縫隙; 裂縫) crack; chink; crevice 2 (空閑) gap; interval 3 (漏洞; 機會) loophole; op...
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • 裂隙 : crack; crevice; fracture; cleftiness; fissure; slifter; crevasse裂隙冰川 crevassed glacier; 裂隙...
  1. For this purpos, from the point of the log geology, aimed at the actuality of the current fractured reservoir log geology interpretation and evaluation, based on synthetical analysis of the current domestic and foreign fruit of fractal dimension investigation of reservoir fracture, using the method and technique of fractal dimension, through the further discussion of the fractal dimension characteristics of m index and n index in the log interpretation archie model in a sample way and through the theoretic reasoning to the fractal dimension dfa and m index of fractured reservoir interval ' s log curve, according to the geophysical signification of the fractal dimension dfa of fractured reservoir interval ' s log curve shape : the more complicated the change of the curve shape is, the larger the its dfa value is, then the more complicated space structure of fracture and pore, then the higher value of m index of space structure of fracture and pore, and so on, the text propounds an improved method, based on box dimension, of covering log curve with scale grid, and by programming computes the dfa and its m index value of fractured reservoir interval ' s log curve, for instance, ac and rt curve, ect, then further puts this technique into application investigation, and makes analysis of application effects in the reservoirs located in l area of qx oil field from three aspects : 1. the dfa and its m index value of fractured reservoir interval ' s log curve, for instance, ac and rt curve, ect, which are derived from computing, is used to identify reservoir type by crossplotting m index with the product df _ acrt of fractal dimension of acoustical wave log curve and restivity log curve and by experiential discriminance plate of reservoir type in l area of qx oil field

    因此,對該區縫性儲集層的類型識別、孔滲特徵的測井地質解釋以及儲層縫的發育和規律進行深入的研究便成為本文研究的出發點。為此,本文從測井地質的角度,針對當前縫性儲層測井地質解釋與評價的現狀,在綜合析當前國內外儲層縫的維研究成果的基礎上,利用維方法和技術,通過對archie測井解釋模型中的m指數、 n指數的維特性的深入淺出的論述以及縫性儲層段測井曲線維d _ ( fa )與m指數的理論推導,根據縫性儲層測井曲線形態維值的地球物理意義? ?曲線變化越復雜,則其維值d _ ( fa )越大、縫孔空間結構越復雜、縫孔空間結構指數m值越高等特徵,提出了改進的基於盒維數的測井曲線網格覆蓋法,編程計算了縫性儲層段常規測井曲線(如聲波和電阻率曲線)上維值及其m指數值,進而從以下三個方面對qx油田l區塊的縫油藏進行應用研究,效果十理想: 1將計算得到的可變的m指數與聲波和電阻率維之積df _ acrt進行交繪,採用儲層維值類技術統計析這些參數變化的規律,並結合qx油田l區塊儲層類型經驗判別圖版,從而實現qx油田l區塊下白堊統的縫性儲層的類型識別。
  2. Three stages of deformation can be distinguished from the cataclastic superposition of matrices that infilled the microcracks in cataclastic rocks, and two phas es of paleotectonic stress field from the typical conjugated shear joints by stereograms illustrating

    構造巖中膠結物和微充填脈反映了巖石碎變形的三次疊加。斷變形帶內發育兩期典型的共軛剪節理,但區域各有特點,反映出斷變形的空間演化。
  3. The le - an oil field is located on the southern slope of dong - ying sag. there are two sets of ek basalt in its western block. depending on the drilling, the logging and the seismic date, tha ek basalt has the characteristics of high resistancs, the low sound wave defferance and faradic conductance, the smooth curve of self potential

    樂安油田位於東營窪陷南斜坡上,其西區發育了兩套孔店組玄武巖,根據鉆井、測井、地震資料,孔店組玄武巖具有電阻率高、聲波時差值和感應電導率值低、自然電位曲線平直的特點,地震波呈板狀強反射;沉積期該區有有二次火山活動,玄武巖平面比較穩定,噴發方式為「式噴溢」 ,火山口別位於草12和草31井附近。
  4. The important meaning in which this direction studied has lain in establishing the connection between the material science of concrete and civil engineering, analyse the strength in terms of material microcosmic or the mesoscopic, have important meaning to understanding, know the essential law of the strength of concrete. this text divides six chapters altogether. chapter one reviewed the pore structure in nowadays domestic and international research current situation, including the concrete examines research, research of the pore structure model and the research current situations of pore structure and strength relation of the pore method, have introduced some most important achievements of structure research of pore ; chapter two narrated much yardstick of the material mesoscopic structure of concrete and principle of examining pore technology of material of concrete, and the commonly used sign parameter in discussedding the pore and material pore of quito of cement and analyse, have explained that the influence factor of mip to the result of study of pore, has pointed out the limitation in mip in the pore structure ; analyse porosity and strength relation development course of model emphatically, and has carried on comparative analysis to the existing model, has pointed out the weak point of the original model ; on the basis of " ing integrate synthetically ", propose concrete pore structure compound body model and pore physical model of systemlex body ; chapter five carried on the corresponding test data to compares to the model parameter appearing in model of chapter four with and analyses, have received k value of the characteristic of strength of matrices of reflecting according to the method to return to analysis, and calculate the influence produced on the strength of concrete in revision that can probed into the content of cement, elastic mould and surface energy, exactness of the inspection model ; chapter six is the conclusion, according to studying the survey this text to some research conclusions of the pore structure and making corresponding prospect to the structure development of pore

    第一章回顧了孔結構在當今國內外的研究現狀,包括混凝土測孔方法的研究、孔結構模型的研究及孔結構與強度關系的研究現狀,介紹了孔結構研究方面的一些最重要的成果;第二章敘述了混凝土材料細觀結構的多尺度性及混凝土材料測孔技術的原理,並討論了水泥基多孔材料孔析中常用的表徵參數,也說明了壓汞法測孔對研究結果的影響因素,指出了壓汞法在孔結構研究中的局限性;第三章是著重析了孔率與強度關系模型的發展歷程,並對已有的模型進行了比較析,指出了原有模型的不足之處;第四章在「綜合集成」的基礎上,提出了混凝土孔結構復合體模型和孔系統的物理模型,並模擬了該模型下由各單體並聯形成的復合體的斷過程,最後根據所建模型編制了相應的計算程序,可根據輸入的孔徑與水泥含量等參數,實現混凝土理論強度的計算;第五章對第四章模型中出現的模型參數進行了相應的試驗數據對比析,根據回歸析的方法得到了反映基體強度特徵的k值,並從理論上探討了水泥含量、彈性模量和表面能的修正對混凝土強度計算產生的影響,檢驗模型的正確性;第六章是結論與展望,根據研究綜述了本文對孔結構的一些研究結論並對孔結構發展作了相應的展望。
  5. Inorganic anti - cracking reinforced chemical additive, called wj, generates some tittle expansive crystals in hydration process in concrete to reduce the porosity and improve the distribution of pore size. the expansive power is process in common to tumefaction that petty crystalloid aft suck water and pressure to concrete pores that aft crystal gather volume. its adding weight was 8 % - - 12 % in cement, its restrained expansive ratio was about 0. 02 % - - 0. 06 %, and relevantil brought self - stress 0. 2mpa ?. 6mpa

    無機增強抗材料wj摻入普通混凝土中,在水化硬化過程中生成一定量的微膨脹結晶體,降低空率,改善混凝土中孔結構。其膨脹驅動力是凝膠尺寸的晶體鈣礬石吸水腫脹和結晶狀鈣礬石對孔產生膨脹壓的共同作用。當wj摻量為8一12兒在鋼筋和鄰位的限制下,使混凝土產生0
  6. Based on the practice and the research on theory of tectonic geology, the geophysical technique, including probing into the base of the well, is adopted to confirm the distribution of the position of the 儲 層 , the degree of finestra, the rate of penetration, while to be used to analysis of the crack and the faultage., which is a kind of technique used for confirming position

    在構造地質學理論研究和實踐的基礎上採用地球物理技術(包括地球物理測井)進行儲層層位的,孔度、滲透率的確定以及縫、斷層的定量、定性析,這是一種先進的確定地址的技術。
  7. Test analysis of distribution feature of tectonic crack in lu ' an coal mine

    潞安礦區構造裂隙分佈特徵的實測
  8. The secondary color is often yellow and red. according to electron probe analysis, the secondary color is formed because of the iron compounds in the cranny and clearance of jadeite

    電子探針析表明,次生色是由礦物顆粒間鐵質化合物呈它色,鐵質化合物一般在硬玉礦物的解理縫、和顆粒間中。
  9. In the thesis, the ree concentration and ree distribution patterns are also studied for stream water, granite fissure water and water from carbonatite around the baisha region

    本文還討論了該區的河水、花崗巖水、灰巖出露地區地下水的稀土含量及其模式。
  10. So it is important to study the nuclide transportation in the groundwater, however this study is a difficult problem because the fracture distribution in bedrock is complex in nature

    因此,研究核素在基巖水中的遷移問題,具有重要的意義,但由於自然界中基巖裂隙分佈的復雜性,因此它又是一個難度比較大的問題。
  11. Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam, and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity, the article also imitates to compute the response to earthquake force, the excess vibration pore water pressure distribution and permanent deformation, predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction

    採用非線性靜、動力有限元析程序對圍壩的4個典型剖面進行了靜、動力模擬模擬,模擬計算了壩體自填築至蓄水運行和發生7地震各階段壩體及壩基的變形以及應力,地震應力響應和地震引起的超靜振動孔水壓力以及永久變形。判斷了壩體和壩基中出現縫、塑性區以及地震液化的可能性。
  12. Firstly, according to the observed data in - situ ( or the empirical parameter data ) and the acoustic logging data, the distribution law of the joint in the computing area can be got. then the network system of the joint can be simulated by the statistical distribution theory and the monte carlo ' s method. and then artificial or automatic dissection program can be used to dissect the fem mesh

    首先,根據現場實測資料(或相關經驗資料)和鉆孔聲波資料,求出計算區域的節理規律,由統計理論結合蒙特卡洛方法可模擬出計算區域的節理網路系統,利用人工或自動生成剖程序剖成有限元網格。
  13. The experiments of fluidsaturated rock show that the nmr imaging technology has many advantages in analyzing the pore structure, fluid distribution, fracture identification and flooding process

    通過巖心核磁共振成像基礎實驗研究,認為核磁成像巖心析技術在孔、流體縫識別、驅替過程研究等方面具有突出的優勢。
  14. The relationship between microlithotype and the distribution of cleat in coal bed is discussed through a case from hedong coalfield, combining microstratigraphy and statistics methods

    摘要綜合利用顯微地層學和統計學方法,以河東煤田中北部8煤層為例,研究了煤層顯微煤巖類型與煤層裂隙分佈的關系。
  15. The mostly content in this paper include the law of the influence upon the effective stress coefficient worked by the holes configuration which comprise the holes rate and the hole distributing, and the law of the influence upon the effective stress coefficient worked by the cracks configuration in rock which comprise the amount of cracks and the cracks distributing. by numerical value experiment, the variety laws of the effective stress coefficient worked by the cracks distributing, by the fractal dimension and the initial value have been work out. by referring to the formerly physical experiment datum and conclusion, the thesis has studied the influence upon the effective stress coefficient worked by the outside pressure and the liquid press inside rock and sum - up the variety law of the effective stress coefficient with the outside pressure and the liquid press

    本文的主要內容包括:巖體孔結構對有效應力系數的影響規律,即:一是孔率大小及形態對有效應力系數的影響規律,二是的條數和形態對有效應力系數的影響規律,並得出了形參數,即:形維數和初值的變化對有效應力系數的影響的相關規律,同時也搞清了裂隙分佈形態對有效應力系數的影響規律;參照已有的物理試驗結果,別研究了巖石所受的圍壓和孔流體壓力的變化對有效應力系數造成的影響,從細觀的角度揭示了有效應力系數隨二者的變化規律。
  16. Study and application of mining - induced fracture distribution in green mining

    巖層采動裂隙分佈在綠色開采中的應用
  17. Study on the strata and fracture features of surrounding - rocks and the bolting effect in actual mining roadways

    回採巷道圍巖結構與裂隙分佈特徵及錨桿支護機理研究
  18. A new index - inhomogeneous coefficient of fracture network has been set up on the basis of multifractal, which describes the inhomogeneity of fracture network of rock mass

    摘要本文應用多標度形理論,提出了描述巖體網路中裂隙分佈不均勻性的新指標巖體網路的不均勻系數。
  19. On this basis, visual programming technique is used and an interactive structural plane network simulation system frmod with all functions is worked out, which is simple and convenient to operate. the joint fissure distribution in ore masses at - 302m in chengchao iron mine is simulated with computer and the network graph of the joint fissure distribution arrived at

    在此基礎上,應用可視化編程技術,編制了功能齊全、操作簡單,交互性強的結構面網路模擬系統( frmod ) ,並對程潮鐵礦- 302m水平礦巖中節理裂隙分佈進行計算機模擬,得出節理裂隙分佈的網路圖。
  20. The numerical models are applied to the analysis of water - air transmission, deformation and strength variation in an expansive soils slope during infiltration. the results of numerical simulation quantificational describe the influence of fissures position, fissures growth extent on expansive soils slope infiltration process, fissures healing process during infiltration as well as the variation process of soils strength and slope stability

    程序結果定量描述了不同裂隙分佈、不同發育程度對膨脹土邊坡降雨入滲過程的影響,定量描述了在降雨入滲時的愈合過程,以及邊坡土體強度、邊坡穩定性隨降雨入滲變化的過程。
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