最大幹密度 的英文怎麼說

中文拼音 [zuìdàgànmìdù]
最大幹密度 英文
maximum dry de ity
  • 最 : 副詞（表示某種屬性超過所有同類的人或事物） most; best; worst; first; very; least; above all; -est
  • 密 : Ⅰ名詞1 （秘密） secret 2 [紡織] （密度） density 3 （姓氏） a surname Ⅱ形容詞1 （距離近; 空隙小）...
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  1. In the paper, through the compaction test, the optimum moisture content and maximal dry density of aeolian sand are determined

    本文通過擊實試驗，確定了風積沙的最佳含水量和最大幹密度。
  2. The research presents a correlative dry density method ( or xgm ), which can calculate maximum dry density by field dry density

    本文結合河南省交通廳1997年下達的豫交科（ 9791003 ） 「現場干密度推算最大幹密度方法」課題開展碩士論文的研究工作。
  3. Water stability and strength increasing mechanism are researched and the changing trend and degree of maximum dry density, the optimum moisture and the intensity of the admixture are gained through mixing into clay

    通過在風化料中摻入粘土的對比試驗，研究風化料加入摻加劑后的水穩定性和強度增長機理，得出摻入粘土后風化料最佳含水量、最大幹密度、強度的變化趨勢和程度。
  4. Gaining the maximum dry density of fill by compacting test

    碾壓試驗確定回填料最大幹密度
  5. According to the data of besting experiments, the paper analyses the relationship between the optimal water content and the quantity of added lime, analyses the relationship between the maximal dry density and the quantity of added lime

    從擊實試驗的結果得到石灰土最佳含水量與摻灰量的關系，最大幹密度與摻灰量的關系。
  6. According to the data of beating experiments, the paper analyses the relationship between the optimal water content and the quantity of added lime, analyses the relationship between the maximal dry density and the quantity of added lime

    從擊實試驗的結果得出了石灰土最佳含水量與摻灰量的關系，最大幹密度與摻灰量的關系。
  7. So far as the mixing material for building the earth - rock fill dam with clay core for shiquanhe hydropower station is concerned, the effect from the variation of the sand content for the filter material on the maximum dry density and the relevant parameters are to be determined within the variation area of the mixing mass ratio of ( 46 ~ 54 ) : ( 54 ~ 46 ) through this experiment, due to the max, dry density is largely influenced by the mixing ratio of both the lifter material and the clay and the sand content of the filter material, so as to determine the actual filling compactness of the mixing material of the core

    摘要由於獅泉河水電站粘土心墻土石壩摻合料的最大幹密度受反濾料與粘土料的摻合比例、反濾料含砂率的影響較大，因此擬通過本試驗確定摻合質量比在（ 46 ~ 54 ） : （ 54 ~ 46 ）范圍變化時，反濾料含砂量變化對最大幹密度的影響程度及相關參數，從而確定心墻摻合料填築的實際壓實度。
  8. Maximum dry density

    最大幹密度
  9. At present, the maximum dry density, which is a very import parameter of the degree of compaction, is ascertained by standard indoor compaction test

    目前，對于公路工程路基土施工質量壓實度檢測應用的最大幹密度是通過室內標準擊實試驗來確定。
  10. Considering that the way to gain standard maximum dry density value of xigeda filling is complex, this paper suggests adopt means combining field cbr test and compactness measuring to control construction quality

    鑒于昔格達混合填料標準最大幹密度取值的復雜性，建議採用現場承載比與壓實度檢測相結合的辦法進行現場施工質量控制。
  11. Therefore, it is urgent to study an advanced and convenient method obtaining maximum dry density in - situ. by means of data from kai - luo expressway, this paper established a mathematical model of compaction function by analyzing the characteristic of compaction curve

    因此，迫切需要用快速、準確、方便的由現場干密度推算最大幹密度的先進方法來逐步代替傳統的標準擊實試驗。
  12. Suggest the method of division to measure the largest compacted dry density of dam ' s material with super large diameter approximately. according to the research of predecessor, suggest applying the effective void ratio or the effective void rate to compute the coefficient of permeability approximately

    採用了表面振動法進行室內最大幹密度的研究，提出了比例法近似測定超徑粗粒土最大幹密度；在前人研究的基礎上，提出採用有效孔隙率或有效孔隙比的滲透系數近似估算。
  13. In this paper, first discussed are the corresponding results in highway and dam constructions and the engineering characters of rock - fills are deeply analyzed, especially the relationships between gradation, strength and maximum dry density, long - term stability of fillers including earth - fillers and rock - fillers and some conclusions of use are drawn. by in - situ tests and researches on compacting mechanism of high - filled rock embankments, effecting factors on compaction, construction technology and shock compacting technology, obtained in this paper are the compacting technology of high - filled rock embankment and the optimal parameters of rolling compaction. by deeply research on the theory and methods of quality control of high - filled embankment, settled are the questions as quality detection method and control standard of high - filled rock embankment

    本文首先總結和分析了國內外公路和壩工行業已有的相關成果，深入探討了填石料的工程性質與最大幹密度、長期穩定性等之間的關系，得到了一些有益的結論；通過現場試驗路堤的試驗和對高填石路堤壓實機理、填石路堤壓實效果影響因素、施工工藝和沖擊壓實技術等研究，解決高填石路堤壓實工藝和最優碾壓參數控制等技術問題；通過深入研究填石路堤壓實質量控制原理和方法，解決高填石路堤壓實質量檢測方法和控制標準技術難題；解決高填石路堤沉降觀測技術問題，並根據沉降觀測結果研究高填石路堤地基和路堤沉降變化規律，得到了能預測沉降變化規律的「龔帕斯」成長曲線預測模型；根據工程實際，深入研究了邊坡穩定性的影響因素，得到了有益的結論。
  14. A data processing technique for compaction curve is proposed from five inspected data to nine, or three data, and application program is developed for compaction curve. in " order to verify xgm method, author went to construction sites to inspect roadbed and collect field data. the optimum compaction curve, maximum dry density are obtained by means of data processing technique, which are good consistent with indoor standard compaction test

    進而研究將5點法擴展為9個實驗點到3個實驗點的多層次優化壓實曲線的數據處理法，提出了由現場干密度推算最大幹密度的xgm相關干密度法，簡稱xgm法，開發出xgm法應用軟體，繼而研究施工現場壓實檢測數據的優化處理方法。
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