青年中文pile bearing的意思
pile bearing中文翻譯：
樁承載力
pile───n.(Pile)人名；(西)皮萊；(英)派爾；n.堆；大量；建筑群；vi.擠；堆積；積累；vt.累積；打樁于
bearing───n.[機]軸承；關系；方位；舉止；v.忍受（bear的ing形式）
voltaic pile───[電]伏打電堆
pile on───堆在…之上；使堆積在…；（使）堆積， （使）蜂擁
untidy pile───亂堆
risking bearing───[經]風險負擔；危險負擔
graceful bearing───風采；風度翩翩；風姿；峬峭
pile up───積累，堆放起來；堆放，堆積; 積聚; 成堆
compost pile───堆肥
factors of influence on pile bearing capacity and settlement are analyzed by grey theory on this foundation.───在此基礎上利用灰色理論對影響樁基承栽力及沉降的因素進行了灰關聯分析。
Static load experiment is the most basic and reliable method for ensure single pile bearing force.───靜載荷試驗是確定單樁承載力方法中最基本、最可靠的方法。
Based on the practice of low strain of pile bearing capacity of stress analysis is discussed.───本文結合實踐對低應變法對樁基承載力的應力狀態進行了探討分析。
The result indicates that the core contributes much to enhance pile bearing capacity and to decrease pile settlement.───試驗研究與理論研究結果表明，土芯的存在對提高單樁承載力及減少沉降有較大貢獻。
In-situ test is a direct means of measuring the pile bearing capacity, is also a fairly accurate method.───現場靜載荷試驗是檢測樁基承載力最直接的手段，也是較為準確的方法。
Cement paste with the weak foundation soil combine to form a composite foundation, can improve pile bearing capacity.───漿體與軟弱地基土結合形成復合地基，可提高樁端承載力。
In the pile of soil is the same, pile bearing stratum strength of Vietnam, the greater the pile shaft resistance.───在樁周土相同時，樁端持力層強度越高，其樁側摩阻力越大。
The allowable pile bearing load is prestimated, And The outcome is in conformity to static pile test.───并以分析結果為依據，預估單樁承載力，結果與靜力試樁結論相吻合。
Because the characteristic of soil is very complex, it conduces to that estimating pile bearing capacity accurately is very difficult.───由于影響土的工程性質的因素十分復雜，導致精確計算樁承載力十分困難。
As a new method for large pile bearing capacity test, the self-balancing method has several outstanding merits, such as great testing load capacity, simplicity and its creditability.
From short pile to long pile, the pile bearing performance will be changed from end resistance behavior to end resistance-friction behavior.
A new method of loading test for pile bearing capacity - self - balanced method is introduced in this paper.
The result was proved to be appropriate by compared the computing result with the test one, and could explain progressive failure of pile bearing vertical load.