硬下層土 的英文怎麼說

中文拼音 [yìngxiàcéng]
硬下層土 英文
hard subsoil
  • : 形容詞1 (堅硬) hard; stiff; tough 2 (剛強; 堅定; 強硬) strong; firm; tough; obstinate 3 (勉...
  • : 下動詞1. (用在動詞后,表示由高處到低處) 2. (用在動詞后, 表示有空間, 能容納) 3. (用在動詞后, 表示動作的完成或結果)
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  1. The harder the material under the permafrost is, the larger the chamber charge required.

    永凍壤越,所需要的藥室裝藥量也越大。
  2. The article introduces the basic concepts and common methods of fuzzy mathematics, initially discussing the applications of fuzzy mathematics in the following aspects : 1 ) division of " skidding " strata with grade of membership that are drilled with diamond bits ; 2 ) comprehensive evaluation on the application in evaluation of diamond bits, classification of rock drillability, and evaluation of clay ; 3 ) classification of " hard rock " through fuzzy clustering analysis ; 4 ) estimation of completion time of boreholes and evaluation of underg round water with fuzzy mathematics ; 5 ) identification of new ore areas and option of best water resource area with fuzzy model ; 6 ) option of diamond bits and evaluation on oil field development plan with fuzzy resemble option and the improved calculation method ; ? ) prediction of mud slurry performance and of the amount of surging water in ore pits with fuzzy control ; 8 ) comprehensive evaluation of diamond bits and supporting plan of deep foundation pit with fuzzy optimal theory

    初步探討了以幾方面的應用: 1 )用隸屬度劃分金剛石鉆進「打滑」地; 2 )綜合評判在金剛石鉆頭評價、巖石可鉆性分級及鉆探造漿粘評價中的應用; 3 )用模糊聚類分析進行「巖石」分類; 4 )用模糊數進行鉆孔竣工時間預估及地水質評價; 5 )模糊模式識別在新礦區類型識別和最佳水源地選擇中的應用; 6 )模糊相似選擇及其改進演算法在金剛石鉆頭選擇和油田開發方案評價中的應用; 7 )模糊控制在泥漿性能和礦坑涌水量預測中的應用; 8 )優化理論模型在金剛石鉆頭和深基坑支護方案綜合評價中的應用。
  3. Through analyzing bed ' s response to wave, in the condition that super - stratum is more hard and second - stratum is more soft in region of interest, super static interstitial hydraulic pressure amplitude die away rapidly between stratums, before in sight of boundary between hard and soft stratum, plane effective pressure increase to max. shear stress reach peak value when bed thickness is approximately 2. 7 meters, then it will decrease to the minimum on the place where the flexible soil has a common boundary with the rigidity, so the boundary is the most destroy plane on engineering. on the basis of reconnaissance in situ, in normal situation of sea, the structure slides to the basin along the boundary

    通過對底床在波浪的響應分析,對于研究區底床上而第二較軟的情況,超靜孔隙水壓力幅值在間交界處迅速衰減,在臨近、軟地交界處前,水平有效應力增至最大,剪切應力在底床厚度大約2 . 7米左右達到峰值,然後減小,到、軟交界位置,達到最小,因此這個界面就是最容易發生破壞的工程軟弱面,現場勘查證明,即使在正常海況,構築物也會沿坡以此交界面為滑動面,緩慢向「盆」底滑動。
  4. In order to calculate the wall ' s lateral displacement, several diagrams have been cited from a f. e. m results. the main factors have been accounted in these diagrams as below : the wall stiffness, the strut stifmess, the width of pit, the elastic modulus of soil, the depth of the underlying hard layer, the strut preloads and the factors of safety against basal heave

    為了計算擋墻的側向變形,本文引用一個有限元程序計算得出的圖表結果。這些結果考慮到了以主要因素:擋墻剛度、支撐剛度、基坑的開挖寬度、體的變形模量、坑底以的位置、給支撐施加的預壓力的大小、抗隆起安全系數等。
  5. " if there had not been a hard layer of rock beneath the soil, they would have completed the job in a few hours.

    "如果面沒有堅的巖,他們早就在幾個小時內完成這項工作了。
  6. If there had not been a hard layer of rock beneath the soil, they would have completed the job in a few hours

    如果面不是有一的巖石的話,他們在幾小時之內就完成這個工作了。
  7. In this paper, with complete calculation micro - mechanics method, mass concrete was taken as three - phase composites, which consists of mortar matrix, aggregate and bond between matrix and aggregate. with nonlinear finite element method, the simulation of static and dynamic mechanics performance of the uniaxial compress concrete specimen of dongjiang arch dam and simple supported beam specimen of xiao wan arch dam was studied by means of the software of msc. marc. the number of all kinds of mortar matrix was calculated according to grading of aggregate of three graded concrete and walraven function

    本文採用完全細觀計算力學方法,將大體積混凝在細觀次上看成是由粗骨料顆粒、化水泥砂漿及其二者之間的粘結界面組成的非均質復合材料,採用非線性有限元方法,在對大型商業有限元軟體? msc . marc二次開發的基礎上,對東江拱壩的三級配混凝軸壓試件、建設中的小灣拱壩三級配混凝梁試件在靜、動荷載的力學性能和破壞過程進行了數值模擬。
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