楔狀體 的英文怎麼說

中文拼音 [xiēzhuàng]
楔狀體 英文
wedge set
  • : Ⅰ名詞1. (榫頭) wedge2. (木釘; 竹釘) pegⅡ動詞(楔) wedge
  • : Ⅰ名詞1 (形狀) form; shape 2 (情況) state; condition; situation; circumstances 3 (陳述事件或...
  • : 體構詞成分。
  1. In this paper, we expound the application and the rational analysis of the displacement monitoring in the slope engineering via the inspecting the stability state of the east slope and. the north cuneiform geological mass in the ore dressing plant, dashan village of dexing copper mine in jiangxi

    本文通過對江西德興銅礦大山村選礦廠東部邊坡和北部形地質結構穩定況的監測,闡述了在邊坡工程中位移監測的應用及有關分析。
  2. With the help of marc program, the author, through simulating the different foundation condition, analyzes the changed rule of stress and displacement, discusses the active mechanic of the flexible approach slab in dealing with the jump

    文中運用marc軟,通過模擬不同的地基條件,分析應力和位移的變化規律,研究了型柔性搭板在處治橋頭跳車中的作用性
  3. Results the occlusion contact data and graph of wedge - shaped teeth defect had the features of trauma occlusion. 42. 97 % of them has the larger axial gradient degree, 96. 09 % of them has abration in different classes, 46. 29 % missing the front teeth and 57. 03 % missing the buccal teeth

    方法採用臨床物理檢查和石膏模型測量,確定缺損牙軸傾度、磨損指數、牙缺失等指標;採用計算機圖像處理技術,自行編制軟程式及硬系統,測試被檢光(牙合)片,分析並提取缺損牙接觸(牙合)力、面積、接觸點(牙合)應力等資料和圖形信息。
  4. According to the coulomb ' s earth pressure theory, from the condition of the static equilibrium of the force when the slide wedge was in limit equilibrium, a formula was derivated for the calculation of active earth pressure of cohesive or non - cohesive backfill soils

    摘要根據庫倫土壓力的計算原理,從滑動處于極限平衡態時力的靜力平衡條件出發,推導出了計算粘性土或無粘性土主動土壓力的公式。
  5. Based on the hypothesis that the rear side of retaining wall is pitching and coarse, and the filling surface is gradient, taking viscous filling as the object of study and using the static balance method, a study has been conducted on the earth pressure on the rear side of retaining wall under the sliding wedge ' s limiting equilibrium condition, and generated a general form for active earth pressure and passive earth pressure

    摘要基於擋土墻墻背俯斜、粗糙且填土表面傾斜的情況,以粘性填土為研究對象,用靜力平衡方法研究了擋土墻后滑動土達到極限平衡態時作用於墻背的土壓力,提出了主動土壓力和被動土壓力的一般形式。
  6. Near the faulty step - break, low stand system developed, and some sediment system distribute broad, such as alluvial fan, low stand wedge, low stand fan, and so on. the sand body can form not only the trap of dying out upward and sand lens, but also fault - iithology trap. the study shows that fault - lithology trap is most important trap style in study area especially sha - 3 formation

    斷階坡折附近是低水位系域發育的重要場所,常發育沖積扇、沖蝕作用的下切河道以及低水位楔狀體、低水位扇等沉積系,這些砂不僅具有形成上傾尖滅或砂巖透鏡圈閉的條件,而且可形成斷層?巖性圈閉。
  7. Firstly, an estimation algorithm for spectrum of the ct system is presented in the paper by using a standard cylinder or wedge phantom, where the mass attenuation coefficient of the contained material of the phantom is not necessarily to be known

    本文首先給出了由標準均勻圓柱估計ct系統的x射線能譜的演算法,該演算法不必已知構成模的物質關于不同能量的光子的質量衰減系數。
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