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experimental section中文是什么意思

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  • 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(shí)驗(yàn)部分。包括所有實(shí)驗(yàn)部分的副標(biāo)題,順序與結(jié)果部分要相對(duì)應(yīng)。
  • Based on the result of the comparision static penetrat 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 two single piles and two composite 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 between piles and soil are studied , a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed , and the formula for calculation of composite foundation bearing capacity are revised
    基于某試驗(yàn)路段軟基處理前后靜力觸探、十字板試驗(yàn)的對(duì)比測(cè)試和對(duì)兩根單樁、兩處單樁復(fù)合地基進(jìn)行的4次靜載試驗(yàn),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(yīng)力比的變化規(guī)律,提出了根據(jù)靜載試驗(yàn)確定粉噴樁及其復(fù)合地基承載力新的取值方法,并修正了復(fù)合地基承載力的計(jì)算公式。
  • Abstract : based on the result of the comparision static penetrat 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 two single piles and two composite 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 between piles and soil are studied , a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed , and the formula for calculation of composite foundation bearing capacity are revised
    文摘:基于某試驗(yàn)路段軟基處理前后靜力觸探、十字板試驗(yàn)的對(duì)比測(cè)試和對(duì)兩根單樁、兩處單樁復(fù)合地基進(jìn)行的4次靜載試驗(yàn),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(yīng)力比的變化規(guī)律,提出了根據(jù)靜載試驗(yàn)確定粉噴樁及其復(fù)合地基承載力新的取值方法,并修正了復(fù)合地基承載力的計(jì)算公式。
  • Using the system designed in this thesis work , flow field calibration of the wind tunnel is accomplished , which covers dynamic pressure drop coefficient , dynamic pressure time stability , axial static pressure gradient , boundary layer , and degree of turbulence , etc . boundary layer measuring principle and method are especially described in detail , the relationship between boundary layer thickness , wind speed setting , and the depth of the experimental section is summarized , and finally the calibration data for th e model center zone under specific wind speed are given
    然后利用本文設(shè)計(jì)的系統(tǒng)完成了落差系數(shù)、動(dòng)壓時(shí)間穩(wěn)定姓、軸向靜壓梯度、邊界層及湍流度等內(nèi)容的流場(chǎng)校測(cè)。特別對(duì)邊界層測(cè)量的原理及方法做了較詳盡的敘述,總結(jié)出邊界層厚度與設(shè)定風(fēng)速、實(shí)驗(yàn)段深度的關(guān)系,然后給出模型中心區(qū)一定風(fēng)速下校正數(shù)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 combination 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(jí)、交通量等級(jí)、土基等級(jí)及路面材料參數(shù)研究的基礎(chǔ)上進(jìn)行路基路面設(shè)計(jì)參數(shù)敏感性分析,用以確定設(shè)計(jì)參數(shù)的變化對(duì)路基路面工作狀態(tài)的影響程度,并據(jù)此給出了經(jīng)濟(jì)合理的路基路面設(shè)計(jì)參數(shù)范圍;結(jié)合本地自然環(huán)境、筑路材料、交通狀況及土質(zhì)情況進(jìn)行路面結(jié)構(gòu)組合設(shè)計(jì),提出了適宜于秦皇島地區(qū)公路瀝青路面的基本結(jié)構(gòu);最后根據(jù)實(shí)際路面結(jié)構(gòu)、試驗(yàn)路的長(zhǎng)期觀測(cè)、大量調(diào)查與路面結(jié)構(gòu)理論分析計(jì)算相結(jié)合,提出并推薦適合秦皇島地區(qū)的39種瀝青路面典型結(jié)構(gòu),這是本課題的主要宗旨,其研究成果將直接指導(dǎo)設(shè)計(jì)人員的工作,并避免隨意性和盲目性,對(duì)加快秦皇島地區(qū)公路交通事業(yè)的發(fā)展將具有十分重要的意義,對(duì)其他地區(qū)也有一定的指導(dǎo)意義。
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