節裂體 的英文怎麼說

中文拼音 [jiéliè]
節裂體 英文
strobila
  • : 節構詞成分。
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : 體構詞成分。
  1. When the rock mass of dam abutment is enclosed by faults, joint fissures and bedding planes, it is necessary to carry out holistic anti - slide stability analysis in order to make the abutment withstand potential slide

    摘要當拱? ?肩巖為斷層、隙、層面等結構面所圍成,有可能產生滑移時,就應進行整抗滑穩定分析。
  2. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    結構,特別是軟弱結構面對基巖斜坡變形與破壞具有顯著的控製作用,巖結構模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖層層面斷構造隙片理與劈理以及侵入和圍巖的接觸帶等是控制基巖斜坡穩定的軟弱結構面,這些成因不同大小不一的結構面將巖分割成性質各異力學強度不均的各種巖結構,構成了15種基巖斜坡變形破壞的巖結構基本模式。不同結構的重新組合與排列是斜坡失穩的內在原因。
  3. The final part of this section deals with the effects of shock waves on the breakup of liquid jets and drops.

    最後一部分涉及的是激波對液射流和液滴破的影響。
  4. 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理;第二次在晚白堊世?始新世,斷在北東?南西向近水平擠壓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力集中進一步擴展形成理帶,而斷在巖區也發育兩組典型的共軛剪理,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破
  5. Based on the line spring model of rice and levy, this paper sets up eight nodes line spring element and its stiffness matrixes and works out a program consist of prism element, hexahedron element and line spring element

    編制了五面單元、六面單元和八點線彈簧單元相結合的計算程序,計算了t型板接頭表面紋的應力強度因子,計算值與光彈性試驗結果吻合較好。
  6. Utilization is of importance for hydraulic concrete. utilization of the industrial scrap such as fly ash for concrete not only saves cement and invest, but also produces and improvement of concrete performance, including the cracking of mass concrete due to hydration heat

    利用粉煤灰等工業廢料生產混凝土不僅可約大量水泥,減少投資,而且可以改善混凝土的某些性能,包括在大積混凝土中防止水化熱引起的結構開
  7. The slope stability question is influenced by many kinds of inherent factors, for instance geological structure, intensity of rock body, development state of joint and crack, cohesive force ( c ) of the rock, interior angle of friction ( f ), groundwater, etc., these objective factors reflect generally their sizes with some quantitative parameter indexes in the past

    邊坡穩定問題受多種內在因素影響,如地質構造、巖強度、隙發育狀況、巖石的內聚力( c ) 、內摩擦角( ) 、地下水等,這些客觀因素過去一般用某些定量參數指標來反映其大小。
  8. Using the young seedlings of wild type ( wt ) and four mutants ( phya, phyb, phyaphyb and hy4 ) of arabidopsis thaliana as plant materials, the effects of light quality and kinetin ( kt ) on some photomorphogenesis responses such as cotyledon enlargement, hypocotyl growth inhibition, accumulation of chlorophyll and anthocyanin were investigated in the present study. photoreceptor functions and interaction of light and kt in the responses was examined and discussed

    本文以擬南芥( arabidopsisthaliana )野生型( wt )和四種光突變phya 、 phyb 、 phyaphyb和砂hy4為材料研究不同光質與細胞分素( kt )對幼苗子葉擴大、下胚軸伸長、葉綠素和花色素苷積累的影響,分析光受參與的反應以及探討光與kt在調各種反應中的相互關系。
  9. ( 3 ) ensemble character of structural planes as follows : in left dam abutment, meta basalt schistosity is main, and the structure is clockwise. low dip angle jointing did n ' t develop in rock mass ; in right dam abutment, rupture and jointing structural plane is main, and the structure is reversed. the structure was of obvious macroscopical slaty character

    ( 3 )通過對上述結構面的分析,得出其總特徵為:左壩肩以變玄武巖片理為主,呈順向結構,巖內緩傾角理極不發育;右壩肩主要為斷理型結構面,呈反向結構,且具有明顯的宏觀板狀結構特徵,並發育有一定厚度的構造軟巖帶。
  10. The calculation results indicate that the outboard of drum walls fall in plastic yielding at the same time the rising cooling water reaches the height of that point and the yield region becomes narrower and narrower when it comes closer to the circumferential strake weldments, which explains the reason coke drums experience bulging and cracks occur in the weld seams portions of shell to shell after long in service

    計算結果表明:塔壁外側在冷卻水面到達的瞬間進入塑性屈服,筒中部塑性屈服區較大,當靠近焊縫時塔壁的塑性變形區逐漸縮小直至消失,塔壁塑性屈服區的分佈特點解釋了塔長期使用后發生鼓凸變形及簡與焊縫連接處產生紋的原因。
  11. And the consumption which are caused by the deformation of the rock mass and the consumption which fill all the void space of the joint can be got. then the block coefficient k of the this geologic condition can be got by the actual consumption of the injection grout in the practical grouting

    本論文中主要通過有限元法來計算巖的變形,並進而求得由巖變形引起的那部分注漿量和完全充填隙的注漿量,再根據實際工程的實際注漿量來計算試驗所代表的地層的充填系數k 。
  12. Insulating and sheathing materials of electric and optical cables - common test methods - part 4 - 1 : methods specific to polyethylene and polypropylene compounds - resistance to environmental stress cracking - measurement of the melt flow index - carbon black and or mineral filler content measurement in polyethylene by direct combustion - measurement of carbon black content by thermogravimetric analysis - assessment of carbon black dispersion in polyethylene using a microscope

    電纜絕緣護套材料的通用試驗方法.第4部分:聚乙烯和聚丙烯專用方法.第1:耐環境應力破性.在空氣中熱老化后的卷繞試驗.熔流動指數測量.聚乙烯中炭黑和
  13. Main achievements of the thesis : through analysis of the reasons of blockwork crack, i put forwards the measures on material production, shop drawing design and construction management, etc. especially, i put forwards to theory that changing traditional painting technics to avoid crack of painting layer. the application of above measures in engineering proved they are effective

    介紹了砌塊在國內外的發展與應用,研究了混凝土縫產生的機理,縫的形態及縫產生的原因,進一步分析研究了砌塊墻的各種因素,提出了在設計、生產、施工等環的治理開措施。
  14. Interleukin - 2 is a lymphokine synthesized and secreted primarily by t lymphocyte or t helper lymphocytes that have been activated by stimulation with certin antigens or mitogens. it is one of the important t cell growth factors. because of its key role in immune response, it is always a center in the study of cytokines. compared with human and mammalian, the study of chicken il - 2 is very slowly

    白細胞介素- 2 ( interleukin - 2 , il - 2 )主要是在促有絲分素或特異性抗原刺激下,由t淋巴細胞或t淋巴細胞系產生的一種淋巴因子,是機主要的t細胞生長因子之一。由於il - 2具有的重要免疫調功能, il - 2一直是細胞因子研究中的熱點之一。
  15. Hence, in the resent years, the last two models, which can both be ranked in discontinuum models, have been developed and have been increasingly powerful. the advantage of these models is that volume - averaging approximations are avoided at the scale of the fracture network. in cases where an equivalent continuum cannot be defined, discontinuum network simulation is a viable alternative

    后兩種方法屬于非連續介質模型,近年來得到了快速的發展,其作為力求從細和底層上再現巖的非均質性的數學手段,似乎更能刻畫隙巖滲流的基本規律,因而具有廣泛的發展空間。
  16. Products function : put our “ sun shine ” brand carbon steel fiber evenly seep into concrete to form steel fiber reinforced concrete and it can decrease the thickness of reinforced concrete by half, it not only shorten the project time, save the material and manpower expense, bring distinct economic benefit, but also increase the performance of crack resistance, percussion resistance, tensile strength, bend resistance. scosspr resostamce amd wear resistance of the reinforced base materials. if the weight ratio of 2 % steel fiber seep into the concrete, it can solve the brittleness problem of the concrete, in the condition of 60 % ralative air humidity, after 21days air - dry, even 520 days air - dry, it ' s difficult to find any crack by eyesight, the bend resistance for the steel fiber concrete is 140 times stronger than the concrete without steel fiber, the capability of impact resistance increase 10 times

    產品功能:將本公司「雙興」牌碳鋼纖維系列產品均勻地摻入混凝土中,形成鋼纖維增強混凝土,可使工程中鋼筋混凝土的施工厚度降低一半,不僅縮短了施工工期,省了材料和人工費用,帶來顯著的經濟效益,且增強了基的抗、抗沖擊、抗彎、抗剪、耐磨擦等性能,如摻入本公司2 %鋼纖維的混凝土,不僅解決了混凝土的脆性問題,在空氣相對濕度60 %的條件下風干21天後,甚至在風干520天,肉眼很難發現縫,摻入鋼纖維后的增強混凝土比不摻鋼纖維的混凝土抗彎強度提高140倍,耐沖擊荷載提高10倍。
  17. For better understanding the influence of tectonic structural features in soil mass to subgrade of infrastructure, the author defined the faults, structural joints and structural fissures as neogene tectonic structural planes, and studied the features of the planes with the methods of systematic analysis

    摘要為闡明土中存在的構造形跡對工程建(構)築物地基的影響,將土中的斷層、構造理和構造縫統稱為土新近紀構造結構面,用系統分析方法對土新近紀構造結構面特性進行了分析。
  18. Their flowers and fruits were removed in this experiment to enhance them to take branch roots on the stems, and then the branch roots were used as materials. five mitosis metaphase cells, with their chromosomes well scattered, were counted. chromosome number of hup is 2x = 24, and its karyotype formula is 2n = 2x = 24 = 8m + 12sm + 4st, being to " 3b " of stebbins

    本實驗採取去其花、果實,促其莖上長側根的辦法,以其側根為實驗材料,統計了5個分散較好的有絲分中期細胞,其染色數目為2x = 24 ,核型公式為2n = 2x = 24 = 8m + 12sm + 4st ,核型類型為3b型。
  19. Collapses in mengshan area are caused by the weightless rock mass falling down rapidly due to the interaction of gravity and weathering factor of freeze - and - thaw action and raining action in the locate of the developing joints

    崩塌是在陡崖或坡度陡峻的斜坡地帶因巖隙發育,受凍融、雨水等風化作用和重力作用,造成巖失穩快速下落的現象。
  20. Medico - surgical equipment. implants for surgery. hip joint prostheses. static breaking test of femoral rods

    外科醫療設備.外科植入物.髖關.股骨棒靜態斷試驗
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