滑裂 的英文怎麼說

中文拼音 [gǔliè]
滑裂 英文
slip crack
  • 滑 : Ⅰ形容詞1 （光滑; 滑溜） slippery; smooth 2 （油滑; 狡詐） cunning; crafty; slippery Ⅱ動詞（貼著物...
  • 裂 : 裂動詞[方言] （東西的兩部分向兩旁分開） open
  1. With an area of 5300 km2, dongpu depression is located in the southwest of lin - qing depression, bohaiwan basin, bounded with lu - xi uplift by lan - liao fault in the east, with nei - huang uplift by chang - yuan fault in the west, with lan - kao heave by the north feng - qiu fault in the south, with xin country depression by ma - ling fault in the north, while spreading along nne defection, taking on the forms of being wide in the south, and narrow in the north. it is a rift fault depression basin with the characteristics of striking, with the basement being the paleozoic and mesozoic, and the capping beds being the cenozoic

    東濮凹陷位於渤海灣盆地臨清坳陷西南端，東側以蘭聊斷裂為界與魯西隆起為鄰，西側以長垣斷裂為界與內黃隆起相接，南以封丘北斷層為界與與蘭考凸起相鄰，北以馬陵斷層為界與與莘縣凹陷相望，是以古?中生界為基底，以新生界為蓋層，古近紀形成的拉分走滑?裂谷型箕狀斷陷盆地。
  2. The re suits show the present method is more accurate and reliable than other methods

    分析結果表明，在搜索斜坡滑裂面問題上遺傳進化演算法較其它搜索演算法具有準確性和可靠性的優勢。
  3. A new analysis method of interior stability of soil nailing wall complex genetic algorithm used for seeking the most dangerous sliding surface

    深基坑土釘墻內部穩定性計算新方法最危險滑裂面復合遺傳進化搜索策略
  4. The feasibility, efficiency and robustness of the proposed method are finally demonstrated with the stability analysis of a classic slope case

    通過典型算例分析，證明應用進化策略搜索邊坡任意形狀最危險滑裂面是可行和高效的，並且具有較強的魯棒性。
  5. Third, assay the intensity reliability of arm ' s body and the stability reliability of arm ' s base which take the crack surface into account with this sfem program. also calculate the index of corresponding reliability

    然後運用隨機有限元程序進行拱壩壩體強度和抗滑穩定（考慮滑裂面）的可靠度分析，並計算相應的可靠指標。
  6. To find out a method to calculate the system reliability of arc dam. and calculate it in two circumstance. assay the influence of the crack surface on the system reliability of arc dam

    找出一種計算拱壩體系可靠度的方法，並計算兩種情況下拱壩的體系可靠度，並分析是否考慮滑裂面對拱壩體系可靠度的影響，得出了一些有益的結論。
  7. The evolutional process of landslide can be clearly shown by computer simulation using the model, and the latter prove that the strength of soil on the whole slip surface bring impossibly into play at the same time

    通過數值模擬，清晰地揭示了邊坡漸進破壞的歷時演化過程，且實例分析證實，土體的強度並非在整個滑裂面上同時發揮。
  8. A model is erected for fs with logarithmic spiral sliding surface which can simulate the genuine sliding surface better than others, then the express of fs is deduced based on the upper bound theorem of limit analisis

    採用對實際滑裂面模擬較好的對數螺旋曲線滑裂面，建立了整體穩定安全系數f _ c的模型，從極限分析中的上限理論推導了整體穩定安全系數f _ c的表達式。
  9. Based on the combination of evolution strategy and limit equilibrium method, an effective global optimization method is proposed to allocate the most dangerous non - circular critical slip surface corresponding to the minimum factor of safety in slopes

    摘要將進化策略與邊坡穩定極限平衡法相結合，建立了邊坡任意形狀最危險滑裂面及相應最小安全系數的全局優化搜索方法。
  10. The most dangerous sliding surface and the corresponding minimum safety coefficient of slope stability with soil nail structure are searched by empirical genetic - simplex algorithm. the results obtained by empirical genetic - simplex algorithm are compared with the ones obtained by general genetic algorithm

    用經驗遺傳-單純形演算法尋找了土釘支護結構最危險滑裂面及其對應的最小安全系數fsmin ，從而實現了十分重要但計算量很大、很繁瑣的尋優過程。
  11. According to the special stratum condition 、 soil parameter 、 pile frame system in the protecting landslide of hongtian jianfeng in yongan city in fujian province, compile a fem program of plane strain and analyze the interaction by nonlinear fem on intensity discount. in the program, duncan - chang model is applied to earth, elasticity model is applied to pile and rock ; goodman element is set between pile and rock - earth and applied to simulate sliding plane and flexible floor ; sequential pole elements with original stress are applied to anchor cable

    在程序中土體採用了duncan - chang雙曲線本構模型，樁和錨固層以下的巖體採用了線彈性本構模型，並且在樁和巖土體間設置了無厚度的古德曼（ goodman ）單元，對于軟弱夾層和已知的滑裂面也採用古德曼單元模擬，錨索採用的是具有初始應力的連續桿單元模擬。
  12. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  13. A global crack - line displacement fitting procedure ( gcdfp ) for computing stress intensity factors ( sif ) has been developed. the precision of sif is compatible with the corresponding cod data

    使用paris公式求出裂紋前緣各點的裂紋擴展增量，並用三次b -樣條函數對這些增量進行擬合，得到新的光滑裂紋前緣。
  14. And when going on reliability analysis of slope stability, confirm with critical split surface using traditional definite value analysis method ( namely most dangerous sliding surface ), then calculate reliability index and failure probability of slope in this sliding surface. compare with using trial method to look for critical sliding surface in the past, it reduces time of calculating greatly, improves computational efficiency, can get safety coefficient and failure probability of slope stability at the same time

    並且在進行邊坡穩定可靠性分析時，用傳統的定值分析方法確定公路邊坡的臨界滑裂面（即最危險滑裂面） ，然後以此為基準計算邊坡的穩定可靠指標及邊坡失效概率，與以往尋找臨界滑裂面的試演算法相比，大大減少了計算時間，提高了計算效率，可以同時求得邊坡穩定安全系數和邊坡失效概率。
  15. Analysis on water pressure distribution in slope rock fissure

    巖石邊坡潛滑裂隙中水壓力分佈規律分析
  16. The determination of potential downslide surface is one of the most important content, so a method is brought forward. based on the result of 3d nonlinear finite element analysis, a method to determinate the potential downslide surface and safety factor for analyzing sliding force has been put forward

    邊坡可能下滑面的確定一直是邊坡穩定分析的一個重要內容，本文提出了根據三維非線性有限元穩定分析結果確定邊坡可能滑裂面及指定安全系數的下滑力的分析方法，為邊坡加固提供參考。
  17. How to determine the most dangerous slip crack plane and the minimum safety factor is a key question. the settle methods of this question need adjusting and checking computations again and again. so, a better arithmetic for this question is what scholars want to find

    在土釘支護工程穩定性判別中如何確定最危險滑裂面位置及其對應的最小安全系數是一個關鍵的問題，這一問題的解決通常需要分析者進行多次調整、反復驗算，因此，尋找更為高效的演算法是研究者們努力的方向。
  18. In order to discuss the similarities and differences of the interaction in different terms, adopt single factor alteration method to analyze it more in the paper. discuss the influence each factor alteration makes the horizontal displacement and stress of stabilizing pile from three aspects, earth parameter of sliding plane ( c 、 ), anchor cable parameter ( pres - tress 、 stiffness ), pile parameter ( burying deep 、 space between ), ascertaining the main factors that influence stabilizing pile with anchor cable

    論文中主要從滑裂面土體的抗剪強度參數（ c 、值） 、錨索的參數（錨索預應力大小和錨索的剛度）和樁參數（樁的埋深和樁間距）三個方面來討論每個因素變動對樁身水平位移和兩側結點應力的影響，從而確定影響錨索抗滑樁的主要因素。
  19. During the stability analysis, the safety coefficient and the most dangerous slipped layer of soil slope retained by compound soil nailing was studied. the stability of soil nailing was calculated. then, the influence functions of water, prestressed anchor and cement - soil retaining wall and front small - piles in the compound soil nailing system were studied

    在穩定性分析中，研究了復合土釘支護時土坡穩定的安全系數：介紹了最危險滑裂面的確定方法並採用幾何參數控製法來確定土體的最危險滑裂面；計算了土釘支護土體時的穩定性；研究了水、預應力錨桿（索） 、水泥土攪拌樁以及超前微樁對復合土釘支護時土體穩定性的影響作用並給出了相應的計算公式。
  20. The researches on the stability of compound soil nailing show that it is important to determine the safety coefficient and the most dangerous slipped layer of soil slope retained by compound soil nailing in the stability analysis of compound soil nailing. water, prestressed anchor and cement - soil retaining wall and front small - piles in the compound soil nailing system have a great influence on the stability of the whole compound soil nailing system. the front small - piles in the compound soil nailing system can improve the stability of the soil slope

    復合土釘穩定性分析表明，復合土釘支護時土坡穩定的安全系數和最危險滑裂面的確定對于穩定性分析非常重要；土體內水對土體穩定性有很大的影響作用；設置超前微樁后，能增加基坑邊壁的穩定性；增設深層攪拌樁后，邊壁抗傾覆、抗滑移安全系數增大，同時面層強度的增加更有利於復合土釘支護體系內其它組件間的相互作用；增設預應力錨桿（錨索）和預應力土釘，對于控制基坑邊壁位移有重要作用，可明顯提高滑移面上土體的抗滑力。
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