結塊體 的英文怎麼說
中文拼音 [jiēkuāitǐ]
結塊體
英文
cake mass-
The above analysis shows some results as follows : generally the discontinuities including bedding planes are favor to the stability of slope, which means that most of the slopes will not suffer large sliding failure ; most of the high slopes situated in the interest area are stable. however there are some potential unstable wedges which can be identified based on the key block theory ; some suggestions for reinforcing high slope are presented based on the stability analysis and environmental friendly consideration
結果表明:該區邊坡巖體條件對邊坡整體穩定性有利;區內高陡邊坡以穩定及基本穩定為主,不穩定邊坡較少,但潛在局部不穩定塊體較多;依據邊坡的工程地質特徵及穩定性評價結果,對該區高陡邊坡的防治提出了建議。Considering the special structure of multi - ribbed slab, founding diphase body mechanical model of compound material, strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick, the paper drew elastic compution constant and shear constant. based on the things, the paper simplified isotropy compution model to wall, gave practical design formula of elastic mold and shear mold, provided necessary parameter for practical design formula of elastic rigidity. finally the calculating results agree well with the text results
結合密肋復合墻板的特殊構造,建立墻板的復合材料二相體力學模型,按照混凝土與砌塊體積比不變原則對肋梁肋柱同時加強,得出墻板的彈性計算常數及剪切常數,在此基礎上,進一步將墻板簡化為各向同性的計算模型,給出墻板彈性模量及剪切模量實用計算公式,為密肋復合墻板的實用彈性剛度計算公式提供必要的參數。Having analyzed preliminarily formation mechanism of these common characteristics of anomaly, it concludes that : these are results, controlled by basically united tectonic stress field of large - range, caused by stress - strain accumulation and certain phase strong earthquakes, according to deformation difference brought about in tectonic position along the boundary zone and within second - order faults of active blocks resulted from unstable and inharmonious features for movement of block system at different levels and deformation of boundary
分析這些異常共性特徵的形成機制,初步認為:是在基本統一的大區域構造應力場控制下,不同層次塊體系統運動及其邊界帶變形的非平穩、非協調性,在活動地塊邊界地帶和地塊內部次級斷裂構造部位產生變形差異而導致應力-應變積累、孕育強震到一定階段的結果。Reinforced concrete masonry shear wall structure is a new type of structure, the theory of computing and analysis for it is juvenility
配筋砌塊砌體剪力墻結構是一種新型的建築結構體系,其內力分析和計算理論還較不成熟。We select ni / cr alloy resistor as element together with ceramic embedding hearth ; select small flat - and - disc heat - even hubby ceramic sample holder, select ni / cr & ni / si thermoelectric couple ( type k ) as thermoscope with threads 0. 5 mm in diameter which is installed in the middle of the holders symmetrically ; select aluminum silicate fire - retardant fiber as materials for heat preservation ; design some hardware, for example temperature controller & transporter, signal amplifier etc ; design controlling curve to heat stove ; and introduce the method of least squares nonlinear regression and subsection function to deal with data. in order to obtain the reasonable operation conditions and operation curve, we have also done many theory analysis and experiment discussions
通過理論和試驗探討,選用鎳鉻合金電阻絲作為加熱元件,配以陶瓷質埋入式爐膛;選用陶瓷質小尺寸扁平?圓盤均熱塊體型樣品支持器;選用0 . 5mm絲徑鎳鉻?鎳硅熱電偶( k )作為測溫元件;熱電偶對稱安置在樣品支持器容器的中部;選用硅酸鋁耐火纖維作保溫材料;合理選用和設計了溫度控制器、溫度變送器、信號放大電路等硬體;採用升溫曲線來控制爐膛供熱過程;採用最小二乘法非線性回歸與分段函數相結合的曲線模擬方法,進行圖形處理。The basic assumption of shi ' s block theory only includes the dip and dip direction of the discontinuous surfaces without their specific locus
摘要石氏塊體理論的基本假設中只考慮結構面的產狀,而不考慮它在空間中的具體位置。It is found that the relation between the melting temperature and the cohesive energy of bulk materials can be used to nanomaterials, but the coefficient depends on the height of nanofilms
研究表明,塊體材料熔化溫度與結合能的關系式在納米薄膜體系仍然成立,但比例系數是一個依賴于薄膜厚度的參量。Mending technic which using electroforming to make mould 7 ) first combining numerical control jet electroforming and rapid prototyping, providing a new method to make metal accessory and nano metal block
7 )首次將數控噴射電鑄和快速成型技術結合在一起,為納米金屬零件暨納米金屬塊體的制備提供了一個嶄新的方法。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。So, many key blocks obtained from this theory aren ' t true because the length of discontinuous surface is limited and the specific locus can ' t be determined
因此,由其得出的某些關鍵塊體由於其結構面長度的有限性並不是真正的關鍵塊體而且關鍵塊體具體的空間位置亦不能確定。On the basis of appraising a traditional method, the method of the stereographic projection and proportionally stereographic projection of a solid volume, this paper has introduced such methods as determination of dominant discontinuities, kinematic tests for rock - mass failure modes, geometrical judgment of a removable block, and determination of a key block, extending perfecting the traditional method, and thus making it has better suitability or availability and practicality
摘要本文在評價用傳統方法即赤平極射投影和實體比例投影方法分析節理邊坡穩定性的基礎上,結合具體工程實例引進了優勢結構面的確定、巖體破壞模式的運動學判釋、可移動塊體的幾何判定和關鍵塊體的確定等方法,使傳統方法得到拓寬和完善,從而具有更好的適用性和可操作性。Simulating tension crack of rock masses by block element method
巖體結構拉裂的塊體單元法模擬Based on the discuss of the geologic environment of the high slope of spandrel groove jinping i hydroelectric power station. and the engineering geological conditions of rock mass are carefully studied in the paper. the modified csmr are adopted to perform the classification of the slope rock mass, the results of which are combined with the macroscopic stability of the high slope. on the basis of these, the methods of geological diagnosis and the finite element analysis are applied to analyze and compute the overall stability of the high slope
本文在闡明錦屏一級水電站壩區巖體的形成和演化特徵的基礎上,詳細研究了拱肩槽高邊坡巖體的結構特徵及岸坡巖體淺表生改造特徵,建立了岸坡巖體淺表生改造與岸坡演化模式,分析研究了巖體的物理力學性質,採用修正的csmr法對拱肩槽高邊坡的巖體質量進行分級研究,在此上基礎之上,採用地質分析判斷和有限元分析等方法,對高邊坡整體穩定性進行了系統分析、計算與評價;應用塊體理論對高邊坡的局部穩定性進行了分析計算,確定局部不穩定塊體的規模、出露范圍,從而對拱肩槽高邊坡的局部穩定性有了系統全面的認識和了解。( 2 ) statistical character and engineering control effect of short and intermittent structural plane ( iiia and iiib level ) of dam abutment has been systemically studied. and this kind of structural plane took important effect to appraise whether latent discrete boundary of massif could be formed and rock mass quality
( 2 )系統研究了壩肩短小、斷續性結構面(分類中的_ a類和_ b )的統計特徵及其工程式控制制效應,闡明了此類結構面對能否構成壩肩巖體塊體的潛在分離邊界以及對巖體質量的評價起著重要作用。The base is divided into finite block element. so, the stress and load that this system divided can be calculated. combining analyzing morrow point dam on colorado river with this method, the rationality of it is validated
應用上述方法,結合morrowpoint雙曲拱壩,計算了該壩的分載與徑向位移,其成果合理,驗證了本文建立的壩體虛擬彈性地基梁與壩基塊體有限元組合的拱壩分載法的合理性,且滿足工程精度的要求,有一定的實用價值。The density of the al bulk nanomaterials is only 75 percent of mat of normal ordinary coarse crystallized counterparts, which means there are a lot of holes or loosen structure in the nano - bulk al
通過模壓成形的納米金屬鋁和銅的塊體的密度只有普通體材料密度的75左右,表明得到的未經燒結的納米鋁塊體內部可能還存在很多孔隙或很多疏鬆的組織。Touching is used to feel a certain part of the body, like the forehead or limbs with the fingers of palms, thereby detecting the body temperature, dampness or dryness ; stroking refers to examining the patient ' s some parts of the body with the hands, e. g., a swelling, to learn the shape, size and sensation of the swelling ; pressing means pushing and pressing over some parts of the body with the hands, e. g., the chest or abdomen, to make sure if they are tenderness, or have any cakings when pressed
觸用於感覺身體得某一部位,如通過觸摸額、四肢的指掌,觀測體溫、燥濕;扣是指用手檢查病人身體的一些部位,如扣膨出的部位可以感覺膨出的形狀和大小;按指的是用手推和按壓身體的一些部位,例如,按壓胸腹可以確定它們是否緊張,有無結塊。In a word, this thesis not only expounds the whole structure of stability control of power system based on the theory of control decisions, but also designs software and hardware of sub - control - station, which are different from others. there are several advantages as listed below : 1 ) distributed hardware architecture function modularization realization of communication between modules by high - speed network communication technology ( can ) ( interconnecting 256 modules or mainframes ) flexible, convenient, reliable expansibility of hardware and decreasing system risk. any broken cell only affects local cell
總之,論文不僅在控制策略理論的基礎上,闡釋了穩定控制系統的整體架構,而且研製設計出新穎的區域穩控子站裝置軟硬體,其優點體現在: 1 )分散式硬體結構體系功能模塊化採用高速網路通信技術( can )實現模塊間信息交換(最多支持256個模塊及機箱之間的互聯)硬體擴展靈活方便、可靠,降低系統風險,任一單元損壞隻影響局部2 )實時信息網(控制網)和管理網(監測網)分開。The system is one module of the demolition blasting expert system developed by the professor fangzefa and doctor yehaiwang of wuhan university of technology. the demolition blasting expert system is made up of the following four modules : the plate demolition blasting, the building and frame building demolition blasting, the soaring structure demolition blasting, the thin - wall vessel demolition blasting. the building and frame building demolition blasting module is composed of the brick building and the brick - concrete building and the frame building demolition blasting
本文研究的對象是框架結構樓房拆除爆破專家系統,該系統是武漢理工大學房澤法教授、葉海旺博士開發的拆除爆破專家系統四大模塊:板(塊)體拆除爆破、樓房框架拆除爆破、高聳建築物拆除爆破(已開發) 、薄壁容器類構築物拆除爆破所組成的拆除爆破設計專家系統中樓房框架拆除爆破模塊其中的一個子模塊,樓房框架拆除爆破專家系統包含磚結構類樓房、磚混結構類樓房和框架結構類樓房三大類。4. achieved the high - speed colliding experiment of landslide for the first time, the paper studies the volume distributing ruler of different velocity segment after collide, fits the experiment data via extreme function, obtains the value range of the shape parameter, thereby gets the distributing function of all part of landslide after collide. on the base of above, the paper studies the accelerating effect of partial rock - mass because of colliding, and acquires the relation between accelerating volume and overall volume, and colliding velocity
( 4 )首次進行了滑坡巖體的高速碰撞模型實驗,研究了碰撞解體后不同速度段巖體體積的分佈規律,並應用峰值extreme函數對實驗結果進行了數據擬合,確定出了各形狀參數的取值范圍,從而得到了滑坡巖體高速碰撞后不同塊體的分佈函數,並在此基礎上研究了滑坡巖體碰撞後部分巖體的加速運西南交通大學博士研究生學位論文第2頁動效應,得出了獲得加速的巖體比例與滑坡總體積及碰撞速度的關系。分享友人