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
裂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
裂縫的發育和分佈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
裂縫性儲層測井地質解釋與評價的現狀，在綜合分析當前國內外儲層
裂縫的分形分維研究成果的基礎上，利用分形分維方法和技術，通過對archie測井解釋模型中的m指數、 n指數的分形分維特性的深入淺出的論述以及
裂縫性儲層段測井曲線分維d _ （ fa ）與m指數的理論推導，根據
裂縫性儲層測井曲線形態分維值的地球物理意義? ?曲線變化越復雜，則其分維值d _ （ fa ）越大、
裂縫孔隙空間結構越復雜、
裂縫孔隙空間結構指數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
裂縫性儲層段常規測井曲線（如聲波和電阻率曲線）上分形分維值及其m指數值，進而從以下三個方面對qx油田l區塊的
裂縫油藏進行應用研究，效果十分理想： 1將計算得到的可變的m指數與聲波和電阻率分維之積df _ acrt進行交繪，採用儲層分維值分類技術統計分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
裂縫性儲層的類型識別。
Self adhesive tapes - measurement of breaking strength
自粘膠帶.斷
裂強
度的測量
Self - adhesive tapes - measurement of bursting strength
自粘膠帶.撕
裂強
度測量
In the tide of the afflux of knowledge from west to east, with the transplantation of modern legal system, development of legal education and the introduction of the western legal analysis method, both the legal system and the legal knowledge system of classical china ruptured, then collapsed
隨著西學東漸，隨著現代西方的法制、法律教育與法學研究範式的全面導入，古典中國的法律制
度結構與法律知識體系開始出現斷
裂，並且迅速解體。
And this method can be divided into agglomerative and divisive hierarchical method with the time complexity of o ( n ) according to the decomposition process, e. g
根據層次的分解如何形成，層次的方法又分為凝聚的和分
裂的方法，如birch演算法。其計算其復雜
度為o （ n ） 。
The web had fractured when the ambient temperature was between－12℃ and－23℃.
環境溫
度在1223時腹板已經發生斷
裂。
Natural diamond die is one the best for the drawing of precision wires. the diamond is selected meticulously to be complete grains with good. symmetry free from any foreign substances. it is prepared with advanced powdermetallurgicaltechnology that makes the diamond with the strongest strength and antiknock property during the processes
天然金剛石拉絲模對于各種精密線材的拉制是最好的模具之一，採用的天然金剛石是經過精心挑選的，必須是顆粒完整對稱性好，沒有雜質，又採用先進的粉末冶金技術鑲套從而使金剛石在拉拔過程中獲得最大的強
度和抗爆
裂能力。
Test for strongest, untwist and split impatient of the ferro - concrete products
強化混凝土的最大強
度，耐彎折和耐
裂度測試
Standard test method for aromatic carbon contents of hydrocarbon oils by high resolution nuclear magnetic resonance spectroscopy
用高
裂度核磁共振光譜法測定烴類油中芳香碳含量的標準試驗方法
Paints and varnishes. evaluation of degradation of paintcoatings. designation of intensity, quantity and size of common types of defect. part 4 : designation of degree of cracking
塗料和清漆.塗料表層剝蝕評定.常見缺陷的尺寸數量和程
度的名稱.第4部分：
裂度名稱
Those include the load carrying capacity of the specimens in the limit state, the cracking load of the specimens, the crack width of the specimens and the deflection of the specimens
論文從四個方面進行研究：輕骨料混凝土板的正截面承載力，抗
裂度，正常使用極限狀態下的
裂縫寬
度和撓
度計算。
At the same time, it has some special virtues that are different from normal concrete, such as high heat preservation, inherent fire resistance, etc. the search of lightweight aggregate concrete began at 70 ' s in our country
它不但具有質輕的優點，還能提供普通混凝土的強
度、抗
裂度等力學性能。目前已廣泛應用於橋梁以及各種工業民用建築上。
The main achievements of this thesis are as follows : l. the effect of the frp reinforcement ratio on cracking moment is analyzed. the calculating method and corresponding calculating formulas of flexural cracking moment of frp reinforced concrete beam are put forward
分析了纖維增強塑料筋配筋率對纖維增強塑料筋混凝土梁正截面開
裂彎矩的影響，提出了纖維增強塑料筋混凝土梁正截面抗
裂度的計算方法和相應的計算公式。
An analysis is developed for influence factors that have some influence on joints " behavior. the results show that axial ratio has a good and visible effect on the capacity of joints ; that the higher concrete strength is, the higher the capacity of joints is ; the ratio of reinforcements and the thickness steel web of column have large influence on the ductility src joints, not but the capacity of src joints
分析表明：軸壓比對節點的剛
度、抗
裂度的提高是有利的，且增大幅
度較大；節點承載力和抗剪能力隨混凝土等級的提高而提高；鋼腹板厚
度和配箍率的增大對節點承載力提高幅
度不大，其對節點的延性影響較大。
This article discussed the application of shear stress pairing method to evaluation dam base vibration liquefaction of earth - fill dam according to the problem that the sand and gravel layer of main dam base could be liquefied in the condition of seismic intensity grade vll in the design of nierji hydro project
本文結合尼爾基水利樞紐工程設計中主壩壩基砂礫石層（ < 5mm含量> 30 =在地震
裂度級工況下可能發生液化的問題，探討了用剪應力對比法在評價土壩壩基震動液化中的應用。
4. combined with the design of the three gorges prestressed concrete penstock with steel liner in the three gorges power. station, the consistence among the results of theory calculating, the analysis of plane finite element and three dimensional finite element is proved, the concrete stress distributions of the prestressed concrete penstock are analyzed with different steel liner thicknesses, different crack resistances, different concrete thicknesses and different initial radial gaps between steel liner and concrete. the feasibility of the design method of prestressed concrete penstock with steel liner is proved
結合三峽電站鋼襯預應力混凝土聯合受力壓力管道的設計方案選擇及論證分析，對比分析了鋼襯預應力混凝土壓力管道理論計算、平面有限元和管壩整體三維有限元分析結果的一致性，確定了管道結構在不同鋼襯厚
度、不同抗
裂度要求、不同外包混凝土厚
度及不同鋼襯與管壁混凝土間初始徑向間隙等因素影響下的內力分佈規律，驗證了鋼襯預應力混凝土壓力管道的設計方法。
Pulp and board determination of tearing resistance
紙和紙板撕
裂度的測定
Paperboard - determination of tearing resistance
紙板撕
裂度的測定法
Paper - determination of tearing resistance
紙撕裂度的測定法
