自然裂縫 的英文怎麼說

中文拼音 [ránlièféng]
自然裂縫 英文
natural cleft
  • : Ⅰ代詞(自己) self; oneself; one s own Ⅱ副詞(自然;當然) certainly; of course; naturally; willin...
  • : Ⅰ形容詞(對; 不錯) right; correct Ⅱ代詞(如此; 這樣; 那樣) so; like that Ⅲ連詞[書面語] (然而)...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 縫名詞1. (接合處) seam 2. (縫隙) crack; crevice; fissure; slit
  • 自然 : 自然at ease; natural; free from affectation
  • 裂縫 : 1. (裂開的縫兒) rent; rip; hiatus; tear; rift; crevice; crack; fissure 2. [地質學] fracture; rupture
  1. This product is a highly effective and penetrating - tylpe water - proofing agent that is also environmentally friendly and has strong chemosmosis integration properties that can remedy tiny cracks in the substrate materials and is also permeable to air

    產品功效:本品為滲透型石材防護劑,高效、環保、化學滲透結合力強,能彌補石材細小,具有透氣性。
  2. Take the glutenite reservoir in south slope of chenjiazhuang rize as a case, introduced are the applications of natural gamma ray spectrometry logging data, such as zonation of reservoir, unpermeable layer and fracture discrimination, analysis of formation sensitivity as well as recognition of oil layer, etc

    以陳家莊凸起南斜坡帶砂礫巖油藏為例,介紹了伽馬能譜測井在儲層劃分、隔層和的識別、儲層敏感性分析以及油層識別等方面的應用。
  3. In charge of one of major subjects of the national eighth five - year plan, i. e. " study on shotcreting techniques of polyacrylate emulsion cement mortar for impermeability coating of pu ding rcc dam ", the achievement of which has been appraised by the ministry of electric power and evaluated as reaching national leading level. 2. in charge of the major subject aided by the committee of national natural science funds, " study on durability of high bolumes of fly ash concrete ", the first phase achievement of which has been commended by the committee. 3. in charge of one of major subjects of the national ninth five - year plan, i. e. " study on high performance concrete in marine engineering, design and construction ". 4. acting as one of editors - in - chief of " technical specification for abrasion and cavities resistance of concrete in hydraulic structures ", which is issued by the ministry of water resources. 5. by providing the repairing and strengthening schemes on seepage and cracks of the basement of nanjing lukou international airport, the air traffic opening of the airport was ensured as scheduled. 6. consulting services on techniques of high performance and abrasion - erosion resistance concrete for three - gorges project, anti - corrosion of reinforced concrete strutures for the ore port of shanghai baoshan iron and steel works, mass fly ash concrete for jiangyin yangtze river bridge and pumping concrete for nanjing yangtze river second bridge

    主持國家「八五」攻關項目「普定碾壓混凝土壩上游面丙乳砂漿防滲層大面積施工工藝研究」 ,成果通過部級鑒定,評價屬國內領先水平; 2 .主持國家科學基金重大項目「高摻量粉煤灰混凝土的長期性能研究「 ,階段成果獲國家科學基金委通報表彰與獎勵; 3 .主持國家「九五」攻關項目「海工高性能混凝土成套技術研究」 ; 4 .水利部「水工混凝土抗沖磨防空蝕技術規范」的主編之一; 5 .為南京祿口國際機場地下室修漏與補提出技術方案被采納並實施,為機場如期通航作出貢獻; 6 .為三峽工程抗沖磨高性能混凝土技術、上海寶鋼礦石碼頭鋼筋混凝土防腐蝕技術、江陰長江大橋大體積粉煤灰混凝土技術、南京長江二橋泵送混凝土技術等提供咨詢建議。
  4. In view of the rapid development of electric undertaking and a sharp increase of steel products consumption, the state development planning commission, the former state water resources and hydropower ministry and state energy ministry have been urging that the building of steel towers should be strictly controlled in the construction of transformer substations ; and warning that the need of the present 500kv power transmission and transformer trusses can hardly be satisfied by ordinary steel and concrete electric poles or prestressed concrete poles, which have endangered the operation and longevity of the high voltage transmitting line due to the common problem of cracks by gravity

    隨著電力工業建設的迅速發展,鋼材的用量急劇增長,為此,國家計委,原水電部和能源部一再強調在輸變電工程建設中,應從嚴掌握立式鐵塔的建設。而,一般的鋼筋混凝土電桿或與預應力混凝土電桿,較普遍地存在著縱向問題,嚴重影響了高壓輸電線路的安全運行及其使用壽命,已不能適應高壓輸電桿塔和變電構架的要求。
  5. Through surveying and analysis by synthesis of the environment of qingzang highway and the damage condition of the highway ' s base course, this paper take experiments of the key performances of the atsm, discusses the standards of control indexes of atsm for base courses in perennially frozen zone. by all the results of such experiments, a conclusion is obtained that the strength and all the pavement performances properties of the atsm are good enough to be used to build the base course of highway in perennially frozen soil zone

    寒區半剛性基層強度較難形成,而形成板體的基層又大多出現嚴重的反射,影響了使用性能,因此,本文通過調查與分析青藏公路的條件和路面基層及面層的損壞狀況,對基層瀝青穩定碎石的強度、低溫抗、疲勞以及抗凍等各項路用性能進行了試驗研究,探討了多年凍土地區基層混合料的關鍵路用性能的各項指標。
  6. A way to avoiding crack or reducing crack width of concrete or reducing distortion of member is using prestressed concrete. the writer tried to make full use of the merit of the prestressed concrete and designed prestressed concrete mandril to control crack of structure. the prestressed concrete mandril, which was firstly applied high pressure on a small concrete bar, and then was made in concrete, so it would act as reinforced bar and resist load. in this thesis the writer designed 24 mmnbers and had experimental study of them, reached the conclusion that the effect of resisting crack of the prestressed concrete mandril was good when the load was not large, it can enhance the capacity of resisting crack and reduce the crack distance and crack width, but when the loads was large, the effect of resisting crack was not good, when we used the prestressed concrete mandril and reinforced bar together in member, the effect of resisting crack was very good. the writer analysed the adherence mechanism and wreck mechanism of the prestressed concrete mandril in anxial tension members, and according to the character of the prestressed concrete mandril, the writer constructed the bond model of it. then the writer introduced the analysis theory of crack including the bond - slip theory, the non - slip theory, the synthesis theory and mathematics stat method. the different theory had different theory base, they considered that the primary affection of crack width was different. in this test, the crack distance and crack width of members which placed reinforced bar were match to the compute value of the code gb 50010 - 2002 very well. to the members which

    本文共進行了24根試件的試驗研究,得出了預應力混凝土芯棒能較大地提高構件抗承載力,在荷載小於預應力混凝土芯棒的開荷載時有較好的抗效果,能較大地減小間距和寬度,但是當荷載較大預應力混凝土芯棒開時預應力混凝土芯棒的抗效果不是很好,若將普通鋼筋和預應力混凝土芯棒一起使用時則有很好的抗效果。本文分析了預應力混凝土芯棒在軸拉試件中的粘結機理和破壞機理,根據預應力混凝土芯棒本身的特點,提出了預應力混凝土芯棒與后澆混凝土之間的粘結模型。後本文詳細介紹了經典的分析理論粘結滑移理論、無滑移理論、綜合理論和數理統計方法,各理論有著各不同的理論基礎,認為影響寬度的主要影響因素也各不相同。
  7. This time rift no longer exists ; however how can one settle karma with someone from the past that does not even exist in this expansion cycle of the tao

    這個時間現在不再存在了,而,你如何能和一個來過去而在道的這一擴展周期根本不存在的事物,來解決業力呢?
  8. As a sub - topic of national natural science foundation named " cracking mechanism and a whole set of control technique of modern concrete structure " ( no : 50278031 ), this paper roundly study crack controlling technique of cast - in - place slab with large - area

    本文作為國家科學基金「現代混凝土結構機理及成套控制技術」 (編號: 50278031 )的子題,全面系統地研究了大面積現澆樓蓋結構控制技術。
  9. Strains in the earth ' s crest seem to pile up, mail the rock formations break with cracks into new positions, often causing large natural earthquakes

    地殼的應力似乎在積累著。直到巖層產生移位為止,這往往全引起大的地震。
  10. Because the anisotropism of the reservoir is severeness, there are no nature gapping, the reserves abundance is low and the well has no nature off - take potentia, this gas pool is a low permeability, low abundance, deadly low production, low grade complex pool

    因儲層非均質性嚴重,無天,儲量豐度低,氣井無產能,又屬于低滲低豐度,特低產、低品位復雜氣藏。
  11. This paper on the basic of settings, at first take out the defineness about bituminous mastic, and find with the rising of the mastic, that the same bituminous ingredient cold settings updown, and the other result

    近幾年來,我國公路建設正在蓬勃發展,使用中的瀝青路面在行車荷載以及因素的作用下,會逐步出現各種各樣的病害,是其中最主要的破壞形式之一。
  12. As a sub - topic of " cracking mechanism and a whole set of control technique of modern concrete, structure " ( no : 50278031 ) supported by national natural science foundation, this paper studies ail - roundly and systematically temperature crack controlling technique of basement wall of high - rise building and puts forward the solution methods into the theoretical calculation and construction practice

    本文作為國家科學基金「現代混凝土結構機理及成套控制技術」 (編號: 50278031 )的子題之一,對此問題進行了全面的、系統的研究,從理論計算和施工實踐兩方面提出了解決方案。
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