節理組 的英文怎麼說

中文拼音 [jiélǐzǔ]
節理組 英文
joint set
  • 節 : 節構詞成分。
  • 理 : Ⅰ名詞1 （物質組織的條紋） texture; grain （in wood skin etc ） 2 （道理;事理） reason; logic; tru...
  • 組 : Ⅰ名詞1 （由不多的人員組成的單位） group 2 （姓氏） a surname Ⅱ動詞（組織） organize; form Ⅲ量詞（...
  1. The peak is composed of banded biotite tonalite of fine mediate grain developing in mengshan rock suit of fuping period of archean era about 2. 7billion years ago. it ' s very steep

    由27億年左右形成的太古代阜平期蒙山巖套條帶狀中細粒黑雲母英雲閃長巖構成，柱狀節理發育，差異性風化剝蝕作用強烈，組成雲蒙「山」峰，俗稱「掛心崛子」 ，形容雲蒙峰之陡峻。
  2. And rock triaxial serve testing system is used, through model test involving bedded planes and a set of joint normal to the bedded planes in rock mass, multiple sliding failure affected by properties of joints and confining pressure is analysed, the condition triggering multiple sliding failure and characteristics of failure plane are given, under the co - action of inclination of connective joints ( bedded planes ), interlocking conditions of critical joints and confining pressure

    並在室內利用巖石三軸剛性伺服機，通過模型試驗對巖體的層面和一組與層面正交的節理的情況進行模擬研究，分析了結構面性狀和圍壓對復合式滑移破壞的影響，給出了在貫通性結構面（層面）傾角、非貫通性結構面以及圍壓等因素共同作用下，節理化巖體發生復合式滑移破壞的條件以及破壞面特徵。
  3. 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

    巖體結構，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，巖體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。巖層層面斷裂構造節理裂隙片理與劈理以及侵入體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體分割成性質各異力學強度不均的各種巖體結構體，構成了15種基巖斜坡變形破壞的巖體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。
  4. Zijingguan fault zone is characterized with cataclasite series of tectonic rocks and joints alongside the deformational zone, and sometimes with uniclinal flexure or folds. the intensity of deformation increases from the sides to the center of the fault in the section, which appears from joints to cataclastic rocks

    紫荊關斷裂帶兩主斷裂變形帶以碎裂巖系列構造巖和節理帶組合為特徵，局部出現撓曲和褶皺，由兩盤至斷裂中心變形強度增大，一般由節理帶過渡為碎裂巖帶。
  5. 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裂帶內形成碎裂程度最強達到碎裂巖的碎裂巖系列構造巖，變形帶兩側發育兩組典型的共軛剪節理；第二次在晚白堊世?始新世，斷裂在北東?南西向近水平擠壓作用下右行張扭性活動，斷裂帶兩主斷裂在斜列重疊的端部由於局部應力集中進一步擴展形成節理帶，而斷裂在巖體區也發育兩組典型的共軛剪節理，斷裂內形成初碎裂巖為主的構造巖；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裂。
  6. Posterior segmentectomy of the liver was done and hepatic angiosarcoma was confirmed by histopathology

    病人接受肝臟右後節葉切除術，病理組織證實為肝臟惡性血管肉瘤。
  7. In wormhole meshes, a reliable routing is supposed to be deadlock - free and fault - tolerant. many routing algorithms are able to tolerate a large number of faults enclosed by rectangular blocks or special convex, none of them, however, is capable of handling two convex fault regions with distance two by using only two virtual networks

    在應用蟲孔路由的mesh結構的多處理機系統中，已經有許多基於維數序的容錯的路由演算法被提出，其中大多數路由演算法只能容忍矩型或凸型的故障節點組成的區域，但是，至今還沒有一個演算法能應用兩個虛擬通道處理凸型convex故障區域距離大於和等於2的情況。
  8. There are same point and different point between the two objects. paper proposes the personalization service architecture for digital tv. at the same time, paper implements the metadata presentation, feature abstraction and recommendation way, which are for digital tv

    針對數字電視節目個性化服務的特點，論文提出了面向數字電視節目個性化服務的多agent體系結構，數據物理組織形式，特徵提取的方式和面向數字電視節目的個性化推薦方法。
  9. Firstly, according to the natural geology study of the quarry, the control structure planes are determined, which are cut to be building blocks by two sets of main joints. failure can occur due to the intensity weaken of the joint planes caused by excavation relief and rain immersion

    首先研究了采場的自然地質條件，確定了影響邊坡穩定的控制性結構面，即塊體主要由兩組節理切割而成楔形體，由於開挖卸荷及雨水浸泡，致使節理面強度減弱而發生破壞。
  10. "columnar" joint blocks are formed by two sets of joints.

    「長柱狀」節理塊是由兩組節理組成。
  11. Abstract : the mechanism, stages and controlling step of hot metal desiliconization process are investigated, and the methods intensifying process and increasing reaction rate are proposed

    文摘:研究了鐵水脫硅過程的機理、組成環節和控制步驟等動力學問題，提出了強化過程和提高過程速率的方法。
  12. Those two phases of conjugated shear joints are differ from each other in spatial distribution, which is a reflection of the spatial evolution of the fault zone. it can beinferredfrom the information about macrostructure, superimposed deformation of tectonites, paleotectonic stress field of joints and other related documents that there had been three stages of significant activity since zijingguan fault zone was activated. the first stage was about from middle juiassic to early cretaceous, when the fault zone activated left - laterally under nw - se striking transpression

    宏觀構造組合特徵、構造巖變形疊加信息、節理的古構造應力場信息及前人區域資料表明，紫荊關斷裂帶自古生代末開始活化以來有三次主要構造活動：第一次是中侏羅世?早白堊世，在北西?南東向近水平擠壓作用下，斷裂左行壓扭性活動，控制太行山地區巖漿巖帶及與其相關的接觸交代型礦床的形成。
  13. A rare kind of primary round columnar joints is developed in the basic dyke swarms in the western shandongwhich is made of the radial joints and the round columnar joints with same axis vertical to the strike of the dyke, arranged one by one along the strike of the dyke

    在魯西地區前寒武紀基性巖墻群內發育一種罕見的原生圓柱狀節理，由同軸圓柱狀節理和放射狀節理組成，垂直於巖墻走向，沿巖墻走向排列，是一種指示巖漿水平侵位的流動構造。
  14. At the most important section, at first i have discussed the building of credibility in every link of brand management : brand orientation, propagation, management, upholding, strategy, extending need credibility to be the basis ; the important sense of credibility for managers and employees and how to train ; the credit criterion in the group, among the management groups, between firm and cooperator, between firm and society ; the credibility of brand and customers ; the importance position of credibility in the brand culture and the cultivating of credit brand culture. at the basis of above, i build a system control symbol of brand management. through the symbol, i analyze the function and sense of credibility in brand management system

    作為文章的重點，筆者首先論述了品牌經營的各環節的誠信建設：定位、宣傳、管理、維護、戰略、延伸都需要誠信為其基礎；誠信對管理者、員工的重要意義及誠信的培養；品牌經營中團隊內部、管理組織之間、企業與合作夥伴、企業與社會之間的誠信原則：品牌經營中品牌與顧客之間的誠信法則；品牌文化中誠信的重要地位及誠信文化的建設等，並以此為基礎創建了品牌經營的系統控制模型，通過系統模型對品牌經營系統中的誠信的作用和意義加以系統的分析和論證。
  15. It reveals that the slope stability is mainly controlled by a set of joingts nearly parallel to the slope surface with a moderate to gentle dip angel. obvisouly, its persistence ration is the most important factor among all th e charatcteristics related to the stability analysis. on the other hand, the nature slopes and the excavated ones show a series superficial deformation and failure phenomena related to unloading process and time - dependent deformation, which are all described and recorded in detail in author ' s work

    經過現場地質調查發現，邊坡中一組sn向中緩傾角結構面對邊坡的失穩具有控制意義，它的存在導致了邊坡可能的失穩模式為平面滑動，即當坡腳被剝蝕或進行切腳開挖時，發生沿邊坡內sn向中緩傾節理滑移，沿后緣陡裂張開的一種滑動失穩模式。
  16. The surrounding rock mass of the tgp shiplocks is jointed rock mass cut by well - developed discontinuous joints. the middle frusta and vertical border wall are the important components of the lock room construction. its deformability and stability will directly affect the construction function and using security

    永久船閘區巖體屬於一種斷續節理切割的裂隙巖體，中隔墩和直立邊墻是閘室結構的重要組成部分，其變形大小和穩定程度將直接影響三峽航道的結構功能和運行安全。
  17. Integrating with the continuous level of detail of geometry mesh, we present an criteria for selecting an appropriate node on the texture the quadtree, and rendering the mesh with the corresponding quadtree texture

    紋理組織方式有效地匹配于地形幾何的連續層次多分辨細節模型，提出了紋理四叉樹的多解析度選取策略，並從紋理結點出發，繪制幾何網格。
  18. This article begins with the overview of ec. by the meaning of making comparison ec and conditional business pattern and analyse the business administration, histology, juristic, policy, society environment, key technology concerning with ec in sight of economical philosophy, it made point that one process to build the ec platform for the conditional enterprise against the conception that attaching importance to not business but electronic, not innovation but simulation. there brought forward the thought how to industrialize ec in china

    本文從電子商務的概述出發，對電子商務與傳統企業商務模式進行比較，針對目前電子商務轉型過程中重電子輕商務、重模仿輕創新等不良方式，以經濟哲學的觀點，分析和介紹了在傳統企業電子商務化過程中所涉及的企業管理、組織結構、政策法律、社會環境、關鍵技術各個環節，提供了一種傳統企業構建電子商務平臺的步驟，最後提出了電子商務產業化的思路。
  19. A mobile ad hoc network ( manet ) consists of a collection of wireless mobile nodes that are capable of communicating with each other without the use of a network infrastructure or any centralized administration

    移動adhoc網路是由一組無線移動節點組成的集合，這些移動節點可以在沒有任何網路基礎設施和集中化管理的情況下互相通信。
  20. One is the " belt persistence ", which is defined as the total length of joints teace length in a 1m wide belt projected to a basic line ( eliminating the overlay section ) over the length of the basic line. another is the one called as " search persistence ", which is defined a as the total length of joints trace length on the searched potential slipe surface over the length of the slip surface. thus, the author establishes a measuring and calculation system to these definitions and finishes a great deal of field investigation aiming at the joints trace length and the " rock bridge " survey

    在此基礎上，針對a區邊坡的穩定性，結合邊坡的破壞失穩模式，以邊坡節理巖體的連通特性的研究為突破點，從節理巖體的幾何參數的統計分析出發，採用monte - carlo隨機模擬原理形成節理網路模擬圖，以巖橋和節理組合破壞的內在機制為依據，以搜索節理巖橋組合的最短路徑為手段，通過帶寬投影法與路徑搜索法兩種方法的計算，獲得了sn向中緩節理的連通率分別為48 . 7和56 . 78 ，最終推薦60的連通率進行了邊坡的穩定性分析與計算，並結合工程實際，計算了邊坡的推力與錨固力，最終為邊坡的支護設計提供優化建議。
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