樁型選擇 的英文怎麼說

中文拼音 [zhuāngxíngxuǎnzhái]
樁型選擇 英文
pile type selection
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 選 : Ⅰ動詞1. （挑選） select; choose; pick 2. （選舉） elect Ⅱ名詞（挑選出來編在一起的作品） selections; anthology
  • 擇 : 擇動詞（挑選） select; pick; choose
  • 選擇 : select; choose; opt; election; choice; culling; alternative
  1. Calculating method of landslides drive force, and determination of the diameters of borehole and anchor cable, the number of the anchor cables, the anchorage length and types of the anchor head as well are also discussed

    本文還探討了作用在抗滑樁上的滑坡推力設計值的計算方法，以及錨索材料的選定、錨固深度計算、錨頭類型選擇、錨索與樁的連接設計、施工工藝與質量控制措施、檢測與監測等等。
  2. The knowledge of the base is mainly classified as the meta knowledge and domain knowledge. the domain knowledge is divided into foundation scheme knowledge, buried depth calculation knowledge, pile style selection knowledge, slab selection knowledge and so on

    將知識庫分級為元知識與領域知識，後者進一步分級為基礎初步選型、基礎埋深確定、樁型選擇、承臺選型等知識庫。
  3. 1. existing foundation models are analyzed and generalized in accordance with the stress mechanism. some linear elastic foundation models available are chosen to process the pile foundation design, mainly about the winkler foundation model, the elastic semi - space model and the tiered foundation model

    1 .根據土的受力機理，對已有的地基模型進行了分析歸納，選擇較簡單、但具有一定實際可操作性的線彈性地基模型，主要為文克勒地基模型、彈性半空間模型、分層地基模型等進行樁基設計。
  4. Construction technology of large - diameter bored pile in karst area

    巖溶地區高層建築樁基的樁型選擇與施工
  5. Correlative function method and variable function method are used to calculate the relevant range of soil layer. the limit capacity of bored pile is determined by the cone penetration tests ( cpt ) and the static loading tests and related statistics parameters are also evaluated. considering the effects of group piles, the action effect is calculated by the settlement of pile foundation and the reliability index of single pile as well as group piles is determined by monte - carlo method

    本文選擇臨近場地的四座高層建築地基的全部勘測資料，以沿深度方向的一維平穩高斯隨機場作為樁基土層土性參數的數學模型，利用相關函數法和變異函數法計算土層的相關范圍，由cpt和靜載試驗結果綜合確定鉆孔灌注樁的極限承載力，進而對相同場地各試樁的承載力進行折算后檢驗其概率分佈，並估計有關統計參數：考慮群樁效應確定樁基承載力，由樁基沉降反算其作用效應，由monte - carlo方法計算單樁及群樁的可靠指標。
  6. Abstract : a few design problems such as pile type selection are analyzied in accordance with pile foundation construction in shuzhou area and some measures are put forward

    文摘:針對蘇州地區樁基工程中，樁型選擇等幾個設計問題作了初步剖析，並嘗試提出了解決措施。
  7. Using continuous and border conditions of each layer, the negative friction will be attained. the character of soil which is around an in the tip of the pile varied greatly. we must select different hardening or soft model

    由於樁側和樁尖土性質變化較大，因此對多層土各土層可依據實際情況選擇是採用雙折線模型的硬化模型還是軟化模型。
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