pit analysis 中文意思是什麼

pit analysis 解釋
澆注鋼水分析
  • pit : n 〈美國〉（桃、杏等的）核。vt （ tt ） 除去…的核。n 1 坑，凹地，凹處；【礦物】礦井；煤坑；【植物...
  • analysis : n. （pl. -ses ）1. 分解，分析；【數學】解析。2. 梗概，要略。3. 〈美國〉用精神分析法治療（＝ psychoanalysis）。
  1. Analysis of effects of pit backfill quality on foundation

    基坑回填質量對基礎的影響分析
  2. Stability analysis of the southwest slope of open pit coal mine of haizhou

    海州露天煤礦西南幫邊坡穩定性分析
  3. Optimized time analysis of observing perpendicular angles in open - pit coal mines

    露天礦觀測垂直角的最佳時間分析
  4. This paper, from three aspects of analogue test, theoretic analysis and examples comparison, analyzed the superimposition mechanism and mutual interference mechanism of two mining activities in the slop rock mass under the influences of simultaneous open - pit and underground mining, thus systematically summing up the sliding rule of slope rock mass and the characteristic of movement status in different areas

    本文從模擬試驗、理論分析和實例對比三個方面，分析在地下與露天同期開采影響下，兩種采動影響在邊坡巖體內的相互疊加機制和相互擾動機理，從而系統地歸納出邊坡巖體的滑移規律和不同區域的移動性態特徵。
  5. The spatial mutual deformation back - analysis method brings an advanced solution for the analysis of the deep foundation pit stability and improves the level of construction informatization

    這為分析判斷深基坑開挖過程中的穩定性提供了一種更為先進的方法，並且提高了深基坑信息化施工技術水平。
  6. Critical thickness analysis of base plate gushing in cylindrical foundation pit with confined water

    承壓水作用下圓形基坑底板突涌的臨界厚度計算公式
  7. This paper will expatiate the interaction theory in pile and soil, make elastic - plastic analysis for soil around pit - jacked pile

    本文對坑式靜壓樁的樁土共同作用進行分析。
  8. Stability analysis of jinduicheng open - pit mine ' s dump

    金堆城露天礦排土場穩定性分析
  9. Time - space effect analysis on deformation of the retaining structure of deep foundation pit in hong - kong plaza

    香港廣場深基坑圍護結構變形的時空效應分析
  10. Finite element analysis of foundation pit drainage in hydro project

    水利樞紐工程基坑降水問題的有限元分析
  11. Analysis and prediction of formation failure of certain slope in gongchangling open pit mine

    弓長嶺露天鐵礦某段邊坡變形破壞分析及預測
  12. Spatial deformation analysis of cantilever soldier pile retaining structure in deep foundation pit

    懸臂排樁支護結構空間變形分析
  13. The content characteristics and change rules of microco nstituents content of the newly - produced feng - type liquor in different technical period before and after pit entry were revealed and liquor body styles in different special technical periods were studied through liquor tasting and index analysis

    摘要對西鳳酒圓窖前後各工藝期（立窖、破窖、頂窖、插窖、挑窖）所產新酒從微量成分的含量方面進行了特徵分析及口感評定，找出了各特殊期所產白酒的微量成分含量特點、消長規律及酒體風格上的個性特點。
  14. The factors affecting the spatial effects of the deep foundation pit are researched in detail with the mutual deformation analysis method. these factors include the plane dimensions of pit, ring beam, middle beams, corner braces, embedded depth and brace stiffness. the results are compared with those of two - dimensional analysis, and their differences and adaptability are clarified

    此外，本文還利用共同變形分析方法，對影響深基坑空間效應的諸多因素（包括基坑的平面尺寸效應、圈樑和腰梁效應、角撐效應、樁身插入深度和支撐剛度等）進行了深入探討，並與目前常用的平面分析方法做了比較，指出了兩者的區別及其適用性。
  15. Stereographic technique is used in the analysis of the footwall slope in the open - pit of bangmoshan iron mine. the slope fracture mode and the slipping direction of unstable blocks are given and the stable slope angle is calculated to be 46

    運用赤平極射投影的方法，對棒磨山鐵礦露天采場下盤邊坡進行了穩定性分析，給出了邊坡破壞模式和不穩定塊體的滑動方向，並推算穩定邊坡角為46 。
  16. Danger factors analysis amp; safety measures of limestone open - pit exploration

    石灰石礦山露天開采中的危險危害因素分析及安全對策措施
  17. Using protruding analysis - resource technology parametrization to determine open - pit mining realm

    資源技術參數化方法確定露天開采境界
  18. In the simulation and analysis on culvert construction, the method of foundation - pit excavation layer by layer and step by step was used, i. e. the method that makes the surface of excavation have no stress, when the elements were excavated gradually in period of construction. at this process, the state of soil is unloading, the laws of stress field and displacement field with the depth of excavation were studied. based on the obtained stress field and displacement field after the excavation was completed, by using of the newly increased filling - elements " gravity and the grinding force, the simulation of the construction of body of the culvert and foundation - pit ' s filling layer by layer had also been done in this dissertation

    用有限元法模擬分析涵洞基坑開挖時，採用分層、分步模擬開挖過程的方法，即將計算域內單元分層「挖去」 ，使開挖表面成為無應力表面的方法，分析土體在卸載狀態時的應力場和位移場隨開挖深度的變化規律；在洞體施工后，回填土體時，據開挖完成時的應力場、位移場，通過逐級增加計算域內的單元數目，施加每級新增加單元的自重荷載，利用有限元法模擬基坑及上覆土體分層填築的施工過程，這不僅反映土體處于再加載應力狀態時，填土受力及變形的一般規律，而且這種將地基? ?涵洞? ?土體作為一個統一整體進行模擬的方法，量化了三者之間的相互作用關系。
  19. Combination of slices method and fem for slope stability analysis of foundation pit under the seepage condition

    條分法與有限元法相結合分析滲流作用下的基坑邊坡穩定性
  20. Hydrogeological characteristics and mine water filling factor analysis in chaoyang open - pit winning district

    朝陽露天采區水文地質特徵與礦坑充水因素分析
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