裂開不整合 的英文怎麼說

中文拼音 [lièkāizhěng]
裂開不整合 英文
breakup unconformity
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 名詞[書面語] (剁物所用的木墩) a block of wood
  • : Ⅰ形容詞1 (全部在內; 完整) whole; all; complete 2 (整齊) neat; tidy; orderly Ⅱ動詞1 (整理; 整...
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • 裂開 : breach; fissuration; hiascent; bona breaking; bursting; effracture; rending; rupture; spalling; t...
  • 整合 : commensuration
  1. Through the experimental research, we think : the technological capacity of fiberglass asphalt macadam if weaker than asphalt macadam, however, if use elasticized capacity to solve blending technological problem. adjust the breed of fiber silk, extend its diameter, its paving capacity is still worth exploring, asphalt - rubber macadam structure lager have good deformed - become capacity and crazed - resistance capacity, small gap rate. good water - resistance capacity, good hot - stability and simple construction technology. therefore. pitch rubber spall is a good cover material which is suitable for the second class or lower whose asphalt pavement has split open because of fatigue. and is the good structural measure of preventing half - rigidity grass - roots unit shrink - rift reflecting. pave a thin layer of pitch rubber spall between asphalt - type pavement layer and half - rigidity basic level, although the cost of building is higher than paving togongbu in the middle, the construction technology, crazing - resistance and water - resistance are better than togongbu, not only could reduce greatly the reflex of half - rigidity grass - roots unit material, long then the use lifespan of pavement, but also it is possible to reduce suitably the thickness of asphalt mixture layer, though the cast of building in the early days becomes more, in the long - term opinion, it have fully important technological and economical significance

    通過試驗研究認為:玻璃纖維瀝青碎石的技術性能如瀝青碎石好,但路用彈性性能較好,如能解決拌和工藝問題,調纖維絲的品種,增大其直徑,其路用性能仍值得探討,瀝青橡膠碎石結構層具有變形性能和抗性能良好,空隙率小,防水性能好,熱穩定性較好,施工工藝簡單的特點,因此,瀝青橡膠碎石是二級及二級以下公路因疲勞而的瀝青路面的良好罩面材料,也是防止半剛性基層收縮縫反射的良好結構措施,在瀝青類路面面層和半剛性基層之間夾鋪瀝青橡膠碎石薄層,雖然造價比夾鋪土工布高,但其施工工藝,抗性能和防水性能均優于土工布,僅可以大大減少半剛性基層材料的反射縫,延長路面使用壽命,而且可能適當減薄瀝青混料面層的厚度,雖然初期造價有所增加,從長遠來看,具有十分重要的技術和經濟意義。
  2. To solve some questions about oil production declining quickly, production and injection patterns are imperfect, the low degree of reserves control, and the injection water not enough in injection well, we have taken measures such as strengthen the geologic integrated research, drill extension well and adjustment well, strengthen water injection system, and optimize fracturing techniques, which has improved reservoir development effect

    為了解決產量遞減快、注采井網完善、儲量控製程度低、注水井欠注等問題,採取加強地質綜研究、鉆擴邊井和調井、強化注水系統和優化壓工藝等措施,有效地改善了油藏發效果。
  3. Specifically, according to the w - w five parameters failure theory, the fracture criterion of crack is established, and the state of crack ( open or close ) is judged by the values of the crack strain. combining the two points, the predict - model about the failure of concrete material is established. this predict - model can predict 16 failure forms, and basing the different failure form predicted after crack, the stress - strain relationship matrix of concrete material is adjusted

    具體來講,根據w - w的五參數混凝土破壞理論,建立混凝土的準則,根據應變值來判斷縫是張還是閉,從而在兩者基礎上建立了縫的預測模式,總共有16種模式;后根據具體的模式及殘余抗剪能力來調混凝土的本構關系矩陣,即用等效剛度代替原有剛度,考慮到垂直於縫方向的剛度為零,這樣會使后的總剛出現病態,為此文中通過引用鬆弛系數來對出現縫的單元進行預處理,一方面可解決因過大的舍入誤差導致計算結果的可信問題,另一方面就是可加速收斂。
  4. According to the geological conditions of baise project, erosive bands and joint fissures, f6 fault and grout curtain are fully simulated to establish 3d numerical model of the dam and its foundation. 3d non - linear fem is used to analyze the stress and strain and to appraise the operation state of both the dam and it ' s foundation under different operation conditions. by overloading the upstream water level and reducing rock strength parameter, the dam foundation ' s degradation process is simulated and the damage pattern and paths are determined, and finally the safety factor is determined

    2 、根據百色的地形地質條件,充分模擬了蝕變帶、節理隙、 f6斷層、灌漿帷幕等,較為真實地建立了壩體與地基相互作用的體三維數值模型;採用有限元法對壩體及壩基在同工況下的應力應變狀態展分析,評價各工況下壩基的運行狀態;而後採用超載法和綜法對大壩穩定性進行分析,模擬壩基的漸進性破壞過程,從而得到壩基在超載和強度下降過程中的破壞模式和破壞發展路徑,最終確定壩基超載安全系數和綜安全系數。
  5. The paper regards the km with a fresh view from the systematic management that is the km should put into the context of all factors of production on the level of integrating all resources. the km should analyze the function and process of interplay of knowledge with all other factors, in order to make excellent performance on all factors

    本文結管理體論和系統管理的觀點,用全新的視角來研究知識管理,認為知識管理應僅僅看作管理知識,也應將知識與其它生產要素割來,而應從資源、系統管理的高度來研究知識管理,分析組織體系統中諸要素間的相互作用和過程,從而實現各個要素體優化的績效。
  6. The cloven halves were not broken from each other, for the firm base and strong roots kept them unsundered below ; though community of vitality was destroyed - the sap could flow no more : their great boughs on each side were dead, and next winter s tempests would be sure to fell one or both to earth : as yet, however, they might be said to form one tree - a ruin, but an entire ruin

    的兩半並沒有完全脫,因為堅實的樹基和強壯的樹根使底部仍然連接著。盡管生命的體遭到了破壞一樹汁已再流動,每一片大樹枝都已枯死,明年冬天的暴風雨一定會把的一片或者兩片都刮到地上,但是它們可以說起來是一棵樹一雖已倒地,卻完無缺。
  7. In this paper, according to the reaction of deformation and crack of pavement caused by the non - uniform settlement and the whole stability between the new & old embankment after widening the used road on soft ground, based on the study of settlement and stability of soft ground, the author systematically analyzed the mechanism of geosynthetics in the widening pavement structure, and presented a whole settlement computing method of reinforced embankment in widening structure with the theory of soil mechanics

    本論文將利用土力學的相關理論,針對軟土地基上舊路加寬后,在新舊路基間所出現的均勻沉降和新舊路基體結強度夠而引起的路面變形、等現象,從軟土地基沉降和路基穩定性入手,系統分析了土工成材料在加寬路基結構中的作用機理,並初步提出了加寬道路加筋路堤沉降計算的一套方法。
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