現場拌合 的英文怎麼說

中文拼音 [xiànchǎngbàngě]
現場拌合 英文
job mix
  • 現 : Ⅰ名詞1 （現在; 此刻） present; now; current; existing 2 （現款） cash; ready money Ⅱ副詞（臨時; ...
  • 場 : 場Ⅰ名詞1 （平坦的空地 多用來翻曬糧食 碾軋穀物） a level open space; threshing ground 2 [方言] （...
  • 拌 : 動詞（攙和） stir and mix
  • 合 : 合量詞（容量單位） ge, a unit of dry measure for grain （=1 decilitre）
  • 現場 : 1. （出事地點） scene 2. （工作地點） site; spot; on-site; work field
  1. Based on the theory of unsaturated soil mechanics and the properties of compacted expansive soil, this paper takes the northern part k12 + 840 - k12 + 920 of nanning urban highway as an example to studies some aspects of lime improvement of expansive soil and the technology of construction. the chief content of this paper is : the lime improvement mechanism of expansive soil ; confirm the technical parameters of lime mixed from the results of test in laboratory ; the scale - down test to define the maximum effective grain size of expansive soil when it is improved by lime ; by building bank slope model and making use of finite element seepage flow program of saturated - unsaturated to calculate the examples, this paper simulates the humidity site in order to checkout the effect of lime improvement ; studies and proves that it is feasible to mix blocky expansive soil and pulverous lime, and to fill roadbed by common construction machines etc.

    本文研究的工作就下述幾個方面展開：用石灰改良膨脹土的機理；通過室內試驗確定摻灰的技術指標；在室內進行膨脹土摻灰的最大有效粒徑的模擬試驗，即鈣離子水試驗，由此總結出「粉?塊」灰?土攪拌工藝的有效性、合理性和可行性；用數值方法對路堤使用期的濕度場進行模擬，並與路堤的強度?變形的計算域耦合，以檢驗土性改良的效果，從而探索一種描述改良膨脹土路堤運行工況的數值方法；用現有最常用的且費用最低的施工機具，對灰?土進行「粉?塊」攪拌摻和及路基的填築施工等。
  2. For initial use of the product, trial - mixing shall be made with reference to local raw materials, such as m5 dosage 0. 12 - 0. 13

    初用本品，應視當地原材料試配后採用，如m5摻量0 . 12 - 0 . 13分別試配，採用與施工現場攪拌速度相同的攪拌機（單軸攪拌機或人工）拌合的砂漿中取出。
  3. Job mix formula

    現場拌合配方
  4. Considering that the load was added in steps, dynamic design based on in - sile test parameter is an effective and practical method. based on the author ' s experience of djm composite ground engineering, and two projects of highway djm composite ground, it systemically analyzed and summarized the in - site test result as well as the settlement deformation, pore water pressure dissipation, deep horizontal displacement, stress ratio, stress of pile. etc. it also compares the in - site test results of djm composite ground with or without rigid bearing stratum, and draws many practical conclusions

    根據筆者多年粉噴樁加固路基工程的經驗，結合兩個高等級道路粉噴樁加固路基工程實例，全面系統地分析和總結了現場試驗路段試驗結果，對攪拌樁復合地基沉降特性、孔壓消散特性、深層水平位移特性、樁土應力比、樁身應變等作了深入細致地分析，對有硬持力層和無硬持力層（浮樁）的粉噴樁復合地基現場試驗結果作了對比，得到了許多有應用價值的結論。
  5. Abstract : the paper unifies xing near the highway construction practice, from aspects and so on material preparation, mixing at site, roller compaction, keeping in good health elaborated two dust subbase construction craft, proposed the quality control examination method, and proposes the countermeasure to the common plant disease

    摘要：論文結合邢臨高速公路的施工實踐，從材料的準備、現場拌和、碾壓、養生等方面闡述了二灰土底基層的施工工藝，提出了質量控制檢測的方法，並對常見的病害提出對策。
  6. According to the prior achievements, based on pile deformation test data, it puts forward a method that combined the mindlin ' s solution with boussinesq ' s solution to calculate the superimposed stress of djm composite ground, and then uses the superimposed stress to calculate the settlement by layer - wise summation method. by a nonlinear elastic and viscoelastic fem model, based on in - site test data, the back - analysis method of the direct optimal multiple parameters are adopted to calculate the road embankment settlement of typical project

    在前人的基礎上，結合樁身應變測試結果，提出了聯合mindlin解和boussinesq解求解攪拌樁復合地基的附加應力的方法，根據計算出來的附加應力再用分層總和法計算攪拌樁復合地基的沉降；採用非線性和粘彈性有限元模型，根據現場實測資料，運用直接優化多參數反演分析方法，對典型工程實例進行了沉降計算對比分析。
  7. Application : apply to concrete mixer, bitumen mixture equipments, equipments of converter or blast furnace burden and other equipments with weighing and control need

    應用范圍：混凝土攪拌設備，瀝青混合料攪拌設備，冶金高爐，轉爐等設備中需要現場重量測控的系統。
  8. Further more, the computer code pdss is used to analyze the consolidation process of composite ground with cement - mixed columns under one teaching building and under one laboratory building, respectively, and the principle of the developments of excess pore water pressure in these composite ground and of the settlement is revealed. finally, the fem results are compared with the ones obtained from traditional method and field observation, and the feasibility of using pdss to calculate the settlement of composite ground with cement - mixed colu mns after construction of building is discussed

    進而運用pdss程序對一教學樓和一實驗綜合樓的水泥攪拌樁復合地基的固結過程進行了較完整的數值計算，分析了該類復合地基中超靜孔壓和基底沉降的發展規律，並通過與規范法計算值和現場實測數據的比較，討論了採用pdss程序計算建築物下水泥攪拌樁復合地基沉降和工后沉降的可行性。
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