重力斷裂作用 的英文怎麼說

中文拼音 [zhòngduànlièzuòyòng]
重力斷裂作用 英文
gravitative faulting
  • : 重Ⅰ名詞(重量; 分量) weight Ⅱ動詞(重視) lay [place put] stress on; place value upon; attach im...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : Ⅰ動詞1 (分成段) break; snap 2 (斷絕;隔斷) break off; cut off; stop 3 (戒除) give up; abstai...
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  • 重力 : [力學] gravity; force of gravity; gravity force; power of gravity; pull of gravity; gravitational...
  • 斷裂 : break; disrupt; flying off; fracture; fragmentation; out break; rift;crack;bursting;rupture;rendi...
  1. 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,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。巖層層面構造節理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。不同結構體的新組合與排列是斜坡失穩的內在原因。
  2. 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節理;第二次在晚白堊世?始新世,在北東?南西向近水平擠壓下右行張扭性活動,帶兩主在斜列疊的端部由於局部應集中進一步擴展形成節理帶,而在巖體區也發育兩組典型的共軛剪節理,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,主層兩側圍巖出現微破
  3. Following is the factors ideating with the surface of old concrete in different way ( including brushing surface, chiseling surface, cleaving surface ), adherence agent ( including cement slurry, cement sand slurry, cement slurry with the u expansion agent ), the freeze - thaw circulation times and air - entraining. as a result, we found that the roughness influence on the adhesion capability of the new on old concrete to a large degree. the larger rougeness is, the larger the splitting tensile strength on the adhension face is. the kind of adhesion agent is also influence on the adherence capability of new on old concrete. the circulation times of freez - thaw have a large influence on the splitting tensile strength of adherence face of new on old concrete. the analysis of tests give some advices to the practical engineering

    主要考察了老混凝土表面不同處理方式(刷毛面,鑿毛面,劈面) 、界面粘結劑類型(水泥凈漿,水泥砂漿, u型膨脹劑水泥漿) 、凍融循環次數等對新老混凝土粘結面劈拉強度的影響,以及凍融下新混凝土加氣對粘結面劈拉強度的影響。試驗結果表明,粗糙度對新老混凝土粘結性能有要影響,隨著粘結面粗糙度的增大,粘結面劈拉強度不增加;界面粘結劑類型對新老混凝土粘結性能有一定影響,在凍融下, u型膨脹劑水泥漿粘結效果不如水泥凈漿和水泥砂漿;凍融循環對粘結面劈拉強度有較大影響,加氣能明顯改善新老混凝土粘結面的抗凍能
  4. ( 3 ) by choosing core faultage of axial site in luohu fracture zone i. e. geological cross section in huangbeiling faultage f8 as geological model and utilizing finite element numerical method, change tendency of huangbeiling faultage f8 under self - weight stress and building loads is stimulated. and long - term development trend of fracture zone is also predicted, which has an important guiding meaning for works of geological disaster prevention in district of luohu jiancheng

    ( 3 )選取羅湖帶軸部的核心層?黃貝嶺f8層地質剖面為地質模型,利有限元數值方法模擬了黃貝嶺f8層在自和建築物荷載共同下的變化趨勢,預計出層帶的長期發展趨勢,這對羅湖建成區的地質災害防止工要的指導意義。
  5. The top of it is flat, the neck is a bit thin and the thinnest part is only seven metres in diametre

    海拔1200餘米,相對高度128米,由風化和崩解而形成的巨型花崗巖石柱,峰身上有數道橫痕,但經過億萬年風雨,依然屹立不倒。
  6. The authors hold that the joint actions of numerous factors such as the upper mantle uplifted zone ( the mantle thinned zone of lithosphere ), the upper mantle anomalous area ( relatively low - velocity area ), the uplifted zone of intracrustal high - conductivity layer, the deep fault ( shear zone of lithosphere ), the margin of the crust - upper mantle uneven masses, the basement uplifted area reflected by gravity high, the magmatic belt and tectonic intersection reflected by skipped magnetic field, control the distribution of auriferous skarn deposits and copper ( associated with gold ) skarn deposits

    者認為,上地幔隆起帶(巖石圈地幔減薄帶) 、上地幔異常區(相對低速區) 、殼內高導層隆起帶、深(巖石圈剪切帶) 、地殼上地幔不均勻性塊體的邊緣、高反映的基底隆起區、跳躍磁場反映的巖漿巖帶和構造交匯處等諸多因素的共同控制著含金夕卡巖礦床和銅伴生金夕卡巖礦床的分佈。
  7. In the process of building and using the mass concrete structures, because of the effect of out - side condition and themselves, some faults will form in the structure, these faults will effect the bearing capability and endurance using nondestructive testing method to test the concrete ' s quality and diagnose its healthy, which has the significant sense in assessing the safety stability and research of the administering diseases this dissertation mostly researched the testing methods in the mass concrete structure, discussed the principles, methods, features, sphere of application of the ultrasonic testing in the mass concrete structure with faults, used dynamic fem to simulate the testing process, discussed when the concrete structure with cracks is under the effect of the pulse, how the elastic waves propagate and what are their changing feature, researched the principles of the first - arriving waves " phase when the cracks " depths are not same, obtained the relation between the inversion point and the cracks " depth, which has the direction sense in the application of projects, the second part of this dissertation is ct, which used the ultrasonic wave running through the tested - substance to get arriving - time of the ultrasonic wave, then inverse the image this dissertation drawed one ct program which can well present the different little cells " ultrasonic wave velocity profiles of the substance, thereby to diagnose the quality of the part of the tested - substance, ct has the better using foreground.

    在混凝土結構的施工及使過程中,由於受其自身及外界各種因素的影響,常常會產生一些缺陷,對結構物的承載能和耐久性造成嚴影響,採無損檢測技術進行質量檢測和健康診,這對混凝土結構開展安全、穩定性評估以及病害隱患治理研究具有要意義。本論文主要針對大體積混凝土結構缺陷的檢測方法展開研究工點討論了超聲波法檢測混凝土結構縫的基本原理和方法及其特點、適范圍,運有限元數值模擬其檢測過程,探討了有縫缺陷的混凝土結構在脈沖荷載下彈性波的傳播及其變化特徵,研究了不同縫深度下首波相位變化規律,得出了反轉臨界點與縫深度之間的關系,這對實際工程應具有指導意義。聲波ct是一種新的無損檢測技術,它是利聲波穿透被檢測體獲取聲波接收時間,來進行計算機反演成像的技術。
  8. Initial in - situ stress field is a complex system interacted by varied factors, and contains interrelating different components such as gravity and structural action, topography and geomorphologic situations, fault and crack geotectonic structures, and geo - mechanical parameters and so on

    初始地應場是一個受多種因素相互與影響的復雜系統。該系統包含相互聯系的不同組織部分,如自、構造運動,地形、地勢等地貌情況,層、隙等地質構造,地質學參數等。
  9. I ts d am height i s 2 87m, equipped capacitor 12000mw and permian emei mountain basalt is the main strata in dam site. field investigations show that there are discontinuities such as interlayer shearing belts, instrastratal shearing belts, faults and base crack. the discontinuities control the stability of rock mass against high arch dam shoulders anti - sliding stability which is the main engineering geological problems in dam site

    壩區地層主要為二疊系峨眉山玄武巖,調查表明,玄武巖中存在由緩傾角的層間、層內錯動帶和層、隙構成的巖體結構體系,對壩區的主要工程地質問題,尤其壩肩抗體的抗滑穩定性具有要的控製
  10. The zijinshan fluid system and the gonglang fluid system were driven by the stress of extrusion nappe onto the basin and the thermal driving force of magmatism. when the fluids cycling in the basin encountered the boundary of reduction - oxidation or underwent fluid mixing, phase separating and fluid boiling caused by fault - induced pressure reducing, the physical chemistry condition abruptly changed and mineralization then took place

    在盆地兩側擠壓推覆構造應及巖漿驅動下,紫金山背斜和公郎弧兩大流體系統的流體在盆地中運動,當遇到氧化還原界面或遭受流體混合、相分離及導致的減壓沸騰時,因物理化學條件發生大變化而導致成礦的發生。
  11. The crack model of ti - 2al - 2. 5zr is proposed as follows : ( a ) hydrogen diffuse to the crack tip under applied stress ; ( b ) precipitation of hydride ; ( c ) crack propagation by hydride and precipitation through autocatalytic process ; ( d ) repeat the former steps ; ( e ) final fracture

    該合金氫致延遲的機理為: h )氫在應下向紋尖端擴散; ( b )在紋尖端形成氫化物並長大: k )主紋沿氫化物擴展; m復h人比、 ( c ) ; k )最後
  12. It is one of mechanisms of plastic distortion, at the same time it is also the beginning of microcosmic damage and rupture before the macroscopical destroying of materials, it representatives a mid - state between materials " macroscopical rupture and bend, it is considered a premonitory that the rupture of polymer material, which get common attention by scholar inside and outside nation. therefore, the research for engineering polymer in mechanic action of non - linearity destroy such as distortion, destroy and depe nd on time and temperature is valuable in theoretic research and actual application, which offer the important theoretic gist for changing complex material ' s capability and actualize polymer ' s perfect application with high quality of capability in engineering

    同時,銀紋化和銀紋損傷是高聚物特有的一種現象,細觀層次的銀紋引發、生長和在聚合物損傷的整個過程中起著承前啟后的,它是溝通宏、微觀變形機制的橋梁,是材料塑性變形的機制之一,同時又是材料宏觀破壞以前微觀上損傷、破壞的開始,它代表材料微觀和屈服之間的一個中間狀態,可以看是聚合物材料宏觀的先兆,受到國內外學者們的廣泛關注。因此,開展工程聚合物變形、破壞以及時間相依和溫度依賴性等非線性學行為研究,探討聚合物破壞過程中的非線性學行為,為聚合物及其復合材料的改性、實現聚合物的工程化與高性能化提供要的理論依據,具有要的理論研究意義和實際應價值。
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