词语大全 experimental section中文翻譯

Posted 2022-08-23 路面

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词语大全 experimental section中文翻譯

Experimental . include , in the correct order to correspond to the order in the results section , all of the paragraph subheadings of the experimental section
實驗部分。包括所有實驗部分的副標題，順序與結果部分要相對應。

Based on the result of the parision static perat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section , and based on four static loading tests for o single piles and o posite foundation , behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio beeen piles and soil are studied , a new determination met hod for bearing capacities of cement powder - spray piles and posite foundati on is proposed , and the formula for calculation of posite foundation bearing capacity are revised
基于某試驗路段軟基處理前后靜力觸探、十字板試驗的對比測試和對兩根單樁、兩處單樁復合地基進行的4次靜載試驗，研究了樁間土性狀在施工水泥粉噴樁前后的變化和樁土應力比的變化規律，提出了根據靜載試驗確定粉噴樁及其復合地基承載力新的取值方法，并修正了復合地基承載力的計算公式。

Abstract : based on the result of the parision static perat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section , and based on four static loading tests for o single piles and o posite foundation , behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio beeen piles and soil are studied , a new determination met hod for bearing capacities of cement powder - spray piles and posite foundati on is proposed , and the formula for calculation of posite foundation bearing capacity are revised
文摘:基于某試驗路段軟基處理前后靜力觸探、十字板試驗的對比測試和對兩根單樁、兩處單樁復合地基進行的4次靜載試驗，研究了樁間土性狀在施工水泥粉噴樁前后的變化和樁土應力比的變化規律，提出了根據靜載試驗確定粉噴樁及其復合地基承載力新的取值方法，并修正了復合地基承載力的計算公式。

Using the system designed in this thesis work , flow field capbration of the wind tunnel is acppshed , which covers dynamic pressure drop coefficient , dynamic pressure time stabipty , axial static pressure gradient , boundary layer , and degree of turbulence , etc . boundary layer measuring principle and method are especially described in detail , the relationship beeen boundary layer thickness , wind speed setting , and the depth of the experimental section is summarized , and finally the capbration data for th e model center zone under specific wind speed are given
然后利用本文設計的系統完成了落差系數、動壓時間穩定姓、軸向靜壓梯度、邊界層及湍流度等內容的流場校測。特別對邊界層測量的原理及方法做了較詳盡的敘述，總結出邊界層厚度與設定風速、實驗段深度的關系，然后給出模型中心區一定風速下校正數值。

The sensitivity analysis of design parameter of subgrade and pavement are used to confirmed the degree of impact on working state with change of the design parameter , it is the rational and economy that the range of design parameter are proposed . structure bination design is used to proposed basic structure of qinhuangdao \' s asphalt pavement in view of local natural environment , build material , traffic classification and soil grades . this paper puts forwards suiting 39 kinds of typical structure of qinhuangdao \' s asphalt pavement according to the actual structure , experimental section long - term observation , extensive surveys , structure theory \' s analysis and calculation
在公路等級、交通量等級、土基等級及路面材料參數研究的基礎上進行路基路面設計參數敏感性分析，用以確定設計參數的變化對路基路面工作狀態的影響程度，并據此給出了經濟合理的路基路面設計參數范圍；結合本地自然環境、筑路材料、交通狀況及土質情況進行路面結構組合設計，提出了適宜于秦皇島地區公路瀝青路面的基本結構；最后根據實際路面結構、試驗路的長期觀測、大量調查與路面結構理論分析計算相結合，提出并推薦適合秦皇島地區的39種瀝青路面典型結構，這是本課題的主要宗旨，其研究成果將直接指導設計人員的工作，并避免隨意性和盲目性，對加快秦皇島地區公路交通事業的發展將具有十分重要的意義，對其他地區也有一定的指導意義。