safe bearing capacity 中文意思是什麼
safe bearing capacity
解釋
安全承載力-
The collapsible loess is often met during the construction of the high - grade highway in the loess area, and the main failure is the uneven subsidence of the roadbed and the culvert, which affects the safe usage of the roadbed and the culvert, etc. directed against this, based on the chankou - lanzhou freeway construction, the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project, discusses the rules of the contact pressure, the stress ratio of the pile and the soil, compares the p - s curves of one pile, the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test, evaluates the bearing capacity of the composite ground of the project
黃土地區的高等級公路建設中經常遇到濕陷性黃土問題，其病害類型主要是地基土受水浸濕后引起路基、橋臺、涵洞等的不均勻沉降，直接影響路基、構造物等的正常使用。針對此問題，本文依託甘肅讒口至蘭州柳溝河高速公路建設工程，對橋基灰土樁復合地基應用的可行性進行了深入分析，根據具體工程進行了合理的設計與計算，並配合現場靜載荷試驗及壓力盒實測數據，探討了基底應力分佈規律，樁土應力比，變形模量的變化關系，對比分析了單樁、單樁復合和雙樁復合的p ? s關系，對橋基灰土樁復合地基承載力進行了整體評價。 -
So the methods of design and computing about limit condition of bearing capacity is still adopted in present criterion. under the precondition of meeting the demand of construction ' s using function, the main content that is researched in this article is how to make the scheme of mixed soil - cement piles composite ground on the safe side economical and reasonable, according to the rule of the design for deformation control the article, which is based on formers " theory and practice, combining with the example of engineering, utilizing the tool of matlab. 5. 0, using optimizing by plural modality method, makes a primary discussion on the design parameter of the scheme for mixed soil - cement piles composite ground, according to the rule of the design for settlement controlment method
在現行規范中仍然採用的是承載力極限狀態設計計算方法。在滿足建築物使用功能要求的前提下，如何按照變形控制設計的原則，使得水泥土攪拌樁復合地基方案更加安全可靠、經濟合理，是本文研究的主要內容。本文在總結前人的理論和實踐成果的基礎上，結合工程實例，利用matlab . 5 . 0工具，採用復形調優法，按沉降控制設計原則，對水泥土攪拌樁復合地基方案設計參數的優化進行了初步的探討，得出了一些有益的結論，對工程實踐具有一定的指導意義。 -
Safe bearing capacity
安全承載力 -
The main analyzed results are as follows ; ( 1 ) for the prediction of settlement and lateral displacement, the result due to interface element is evaluated larger then without interface element. ( 2 ) for the determination of ultimate bearing capacity, the value using interface element appeared smaller by 12 %, which is safe. ( 3 ) the horizontal and vertical displacement of a strip footing affected by the presence of interface element
計算分析結果為： （ 1 ）對沉降量與水平位移，利用界面元計算時，其結果稍大； （ 2 ）對極限承載力，利用界面元計算的結果約小12 % ； （ 3 ）豎狀基礎的水平位移和豎向位移，將受界面元的影響。 -
Because slts owns too many parts and complex supporting conditions, and invalidation of few parts or nodes does not have significant effect for structural bearing capacity, research orientation is transferred to structural support system in chapter 4 of the thesis. limited loading capacity and safety index of steel bracket of slts are calculated and analyzed for providing theoretic upper limit to safe operation of support system
由於網架結構的桿件眾多，結構支撐條件復雜，少數桿件或節點的破壞對于結構的正常承載無顯著影響，本文在第四章將研究方向轉向網架結構的支撐體系，計算分析網架結構支撐鋼牛腿的極限承載能力和安全儲備，為支撐系統的正常工作提供一個理論上限。 -
As the reinforced concrete highway bridge built in 1960s ? 70s in china, the load - bearing capacity of xingtan bridge is insufficient clue to the increasing traffic and the overloading of trailers and container vehicles. on the other hand, the bridge was wore out and damaged. so, a perfect retrofit scheme needs to be carried out in order to meet both safe and economical demands
同我國六七十年代建造的鋼筋砼公路橋梁一樣，普遍存在因交通量增大、拖掛運輸車、集裝箱車輛超載運輸等原因造成橋梁承載力不足。加之橋梁老化、破損，迫切需要對舊橋進行技術改造，採用加固補強使其達到既能安全行駛，又節省投資。
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