block slope 中文意思是什麼
block slope
解釋
塊石坡-
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。 -
The le - an oil field is located on the southern slope of dong - ying sag. there are two sets of ek basalt in its western block. depending on the drilling, the logging and the seismic date, tha ek basalt has the characteristics of high resistancs, the low sound wave defferance and faradic conductance, the smooth curve of self potential
樂安油田位於東營窪陷南斜坡上，其西區發育了兩套孔店組玄武巖，根據鉆井、測井、地震資料，孔店組玄武巖具有電阻率高、聲波時差值和感應電導率值低、自然電位曲線平直的特點，地震波呈板狀強反射；沉積期該區有有二次火山活動，玄武巖平面分佈比較穩定，噴發方式為「裂隙式噴溢」 ，火山口分別位於草12和草31井附近。 -
Based on study above, apply the maximum equilibrium method and the block theory to analyse and evaluate the man - made slope stability. at last, the remedy measures has been presented
在此基礎上，采剛極限平衡理論和塊體理論對工程邊坡穩定性進行分析評價，據此提出邊坡的整治建議。 -
The main conclusions are as follows ; firstly, under the influence of three phases of episodic activities, three two - order sequences is composed of three depositional cycles and three regional unconformities ; secondly, under the control of structure activities such as fault - block activities and the influence of three - order climate cycles and source recharge, lower cretaceous can be divided into six three - order sequence ; thirdly, because fault activities is weak and fault slope is gently, fan deltas exist in steep slopes in early and later stages and subaqueous fans exist and turbidite fans exist in troughs in middle stage
主要的結論為：其一，受三期幕式活動影響，斷陷形成了3個大的沉積旋迴和3個區域不整合面，構成了下白堊統3個二級層序；其二，受斷陷內翹傾和塊斷等構造活動的控制，以及三級氣候旋迴和物源供給因素的影響，下白堊統劃分出6個三級層序；其三，在單斷斷陷湖盆中，湖泊階段的早、晚期由於凹陷邊界斷層活動較弱，斷面較緩，陡坡可以發育扇三角洲，在湖泊階段的中期主要為水下扇砂礫巖體，並在窪槽區發育濁積扇。 -
The system exhibits fast response for the load current disturbance and the system always operates at discontinuous conduction current mode so that no slope compensation is required and high efficiency will be achieved when driving 4 leds. the design and analysis of sub - block circuits are provide in the thesis where band gap reference, oscillator, current sensing and over current protection, led load current
本文完成了各個單元電路的分析與設計，著重分析了帶隙基準源、振蕩器、采樣和過流保護、負載led電流控制和開負載保護五個子電路，對其餘子電路也作了簡要分析。 -
And then the author established and verified an empirical equation for the ratio of the heights of collapsed part and running part for the avalanche soils, suggested the critical flow conditions of loose avalanche soils and block avalanche soils, discussed the causes of accelerated motion of consistent debris flows on mild slope, and studied the average velocity of intermittent debris flows
給出了判別崩塌土相對運動距離，即流高比公式，並用現場實測資料進行了驗證。提出了鬆散崩塌土和塊狀崩塌土流動化的判別條件。探討了稠性泥石流在緩坡上加速運動的成因，並討論了陣性泥石流平均流速公式。 -
This machine mainly adapts to produce highway curbstone, slope precast block, water slope precast block and all kinds of concrete bricks including colored pavement bricks grass - planting brick
該機主要用於生產高速公路路緣石，護坡預制塊，水利護提預制塊，和各種規格彩色人行道磚植草磚等混凝土砌塊。 -
In this paper, based on the analysis of the rlem of theory foundation, computing method, preference, applicability, etc, we anatomized the rlem of three self - deficiencies and six scarcities. moreover, we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity, slip surface of coefficient and slip bed of elasticity, plasticity upon the stability of slope and in the plain linearity slope, the plain refracted line slope and the plain arc slope. in addition, we discussed the warp of between the lem of ( sarma, janbu, order, bishop, morgenstera - price, etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface
本文從剖析剛體極限平衡法的理論基礎、計算方法、參數選取、適用條件等方面入手，剖析了剛體極限平衡方法的3點自身缺陷和6點不足，並在此基礎上採用了剛體極限平衡法（平面滑動破壞法、 sarma法、傳遞系數法、普遍條分法、 janbu法、 bishop法、 morgenstern - price法）與大型有限元法對比研究的方法，分析研究了平面直線型滑坡、平面折線型滑坡、平面圓弧型滑坡在漸進破壞中邊坡的滑體彈塑性參數、滑麵塑性參數） 、滑床的彈塑性、以及極限平衡法無法考慮開挖應力釋放等因素對邊坡穩定性的影響與滑動面上的正應力、剪應力分佈規律、安全系數的解答的差異。 -
In liaohe rifted basin, du66 block is situated on the middle part in the western slope in the western depression, and is a typical thin - interbedded reservoir with heavy oil
摘要杜66塊位於遼河斷陷盆地西部凹陷西斜坡中段，為一典型的薄互層狀普通稠油油藏。 -
Secondly, the finite - element analysis on the typical slope section is performed with establishment of geology model, definition of boundary condition and proper selection of mechanical parameters. the result shows that the slope is of integral stability, and the failure mode mainly comprises infrequent block drop and wedge body breakage. considering the two failure modes of plane failure and wedge body breakage, and stability calculation under different work conditions, the slope stability is discussed and the sensibility ana lysis on its fraction angel and cohesion force is made
然後通過建立地質模型、確定邊界條件、選擇合理的力學參數，取典型斷面對邊坡進行數值分析，分析結果表明斜坡整體是穩定的，破壞類型以零星掉塊和楔體失穩下滑為主；為了定量計算邊坡的穩定性，對邊坡兩種破壞類型：單滑面下滑和雙滑面楔形體下滑，考慮不同工況進行穩定性計算，並對摩擦角和粘聚力進行穩定的敏感性分析。 -
The driver is very frightful when usedding to it by car, often 30 km hs block the old throttle by five while climbing the abrupt slope, the sound of the engine lets me afraid that it should break to pieces
司機的開車習慣很嚇人，經常30km h爬陡坡時用五擋大油門，發動機的聲音讓我擔心它要碎。 -
The driver is very frightful when usedding to it by car, often 30 kmhs block the old throttle by five while climbing the abrupt slope, the sound of the engine lets me afraid that it should break to pieces
司機的開車習慣很嚇人，經常30kmh爬陡坡時用五擋大油門，發動機的聲音讓我擔心它要碎。 -
3. one machine with multi - purpose. used to replace mold to make various cement products including porous bricks, hollow block bricks, road bricks, grass - planting bricks and slope bricks
3一機多用，通過更換模具可生產不同規格多孔磚空心砌塊路面磚以及植草樹磚護坡磚等水泥製品。 -
The main achievement has been obtained as follows in the paper : ( 1 ) most of class no. i and ii structure plane of the slope is steep dip and is more steep than the man - made slope, class no. i and ii structure plane do not compose latent local unstable block
論文研究成果如下： （ 1 ）邊坡、類結構面以中陡傾角為主，且大多數大於邊坡開挖坡角。通過野外調研和理論分析，闡明工程邊坡開挖面附近， 、類結構面相互未組合成不利塊體。 -
Based on the whole chip function requirements, sub - block design and simulation were completed, including bandgap voltage reference, oscillator, slope compensation, current sensing, control and drive logic
在子電路的設計上，作者主要介紹了帶隙基準電壓源、振蕩器、斜坡補償、電流感應、控制和驅動邏輯。 -
On the basis of stability analysis, the author takes the k27 + 825 slope from the type of slope which has lest stability as an example. according to its basic feature, the design ueses the choosed best reinforce and control scheme : lattice beam, anchor wire, grouting and abstraction of water. in the course of design, the author takes into account not only reasonable optimize of whole control plan but also local measure such as whether the unstable block will shear from vnlnerable sections when control plan is laid out concretely, in order to reach the goal of reasonable design and effective control
在穩定性分析的基礎上，以邊坡穩定性最差的一類中的k27 + 825邊坡為例，結合其自身的特點，用優選出的加固防治方案：框架梁+錨索斗灌漿+排水進行設計，設計中既考慮總體防治方案的合理優化，又充分考慮了加固工程的具體布置時是否存在不穩定體從錨索或框架梁的薄弱部位剪出的可能性等一些細部措施，以達到合理設計，有效及經濟治理的目的。 -
In 3d finite element method, anchor jack is simulated by link element. in this paper, the method that using link element to assort with block element has been put forward. the mechanism of reinforcing the slope by anchor jack also has been discussed in this paper
錨桿加固是邊坡加固的常用方法，在進行三維有限元計算時，常將錨桿用空間桿件單元來模擬，本文給出了空間桿件單元與地基四面體單元協調的解決辦法，並探討了邊坡錨桿加固的機理。 -
There are three methods often used when evaluating stability of high cut rock slope, which includes rigid block limiting equilibrium method, emperical method and numerical analysis approach. so far the the new roadbed design code is based upon the first of these methods
在公路巖質邊坡的穩定性評價方法中，目前成熟的、而且能寫入新的《公路路基設計規范》中的方法，主要還是以基於剛塊體的極限平衡法為主，以工程類比法和數值計演算法為輔。 -
Slope stability analysis with block element method
邊坡穩定的塊體單元法分析
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