細粒土 的英文怎麼說

中文拼音 []
細粒土 英文
fine earth
  • : 形容詞1 (條狀物橫剖面小) thin; slender 2 (顆粒小) in small particles; fine 3 (音量小) thin ...
  • : Ⅰ名 (小圓珠形或小碎塊形物) small particles; grain; granule; pellet Ⅱ量詞(用於粒狀物)
  1. Standard test method for laboratory miniature vane shear test for saturatedfine - grained clayey soil

    飽和粘性壤的實驗室小型十字板剪切試驗的標準試驗方法
  2. Fine-grained clay may settle out in the sheltered bays on the outer sides of the levees.

    可以沉積在天然堤外側的隱蔽灣中。
  3. We can use both calcium carbide dust and calcium carbide dust - flyash to stabilize fine - soil. as well as being used in subbase of high grade road, calcium carbide dust stabilization and calcium carbide dust - flyash stabilization can be used in basecourse of low grade road. so we can deduce that calcium carbide dust - flyash - gravel stabilization can be used in basecourse of high grade road

    我們可以利用電石灰來穩定細粒土,利用電石灰和粉煤灰來穩定細粒土。通過數據分析,這種電石灰穩定和電石灰二灰完全可以剛于高等級公路的高級路面的底基層,也可以用於低等級公路的路面基層,同時推斷,用電石灰和粉煤灰來穩定的級配碎石,可用於高等級公路的路面基層。
  4. The dta curve of the fine clay fraction exhibits a major exotherm near 340℃.

    這種細粒土級分的DTA曲線接近340處有一個很大的放熱峰。
  5. The spreading gradation gravelly soil is a kind of clayey coarse - grained soil. it ' s also a soil - rock mixtures. it ' s often divided into fine material and coarse material by the save of 5mm and the granutometric composition affects its project characteristics directly

    寬級配礫質是一種粘性粗,是天然石的混合料,它通常以5mm為界被分為粗料和料兩部分,顆組成是決定寬級配礫質工工程特性的主要因素。
  6. The spreading gradation soil analyzed in the article is a cohesive coarse soil. it ' s a kind of crude soil - rook mixtures. it ' s often devided into fine material and coarse material by the save of 5mm and the charge of the two contents affects its project quality directly

    本論文研究的寬級配礫質指的是黏性粗,是一種天然的石混合料,其顆組成通常以5mm為界分為粗料和料兩部分,這兩部分組成含量的變化直接影響到它的工程性質。
  7. Properties and engineering application of

    穩定細粒土結合料的性能與應用
  8. Fine - grained feldspar sandstone is the main oil - bearing rock and chlorite is the dominant kind of clay minerals

    研究結果表明,長2油藏含油砂巖以長石砂巖為主,粘礦物中綠泥石含量較高。
  9. < uk > the dta curve of the fine clay fraction exhibits a major exotherm near 340. < / uk >

    < uk >這種細粒土級分的dta曲線接近340處有一個很大的放熱峰。 < / uk >
  10. Standard test method for moisture content penetration resistance relationships of fine - grained soils

    細粒土水含量滲透阻力關系的標準試驗方法
  11. Test method for fine fraction content of soils

    度級含量的試驗方法
  12. Geotechnical investigation and testing - laboratory testing of soil - part 2 : determination of density of fine grained soil iso ts 17892 - 2 : 2004 ; german version cen iso ts 17892 - 2 : 2004

    工調查和試驗.壤的實驗室試驗.第2部分:
  13. Forst heaving and thawing settlement of subgrade in seasonal frozen soil zone

    季節凍區公路路基細粒土凍脹敏感性研究
  14. Research on affecting factors of rising height of capillary water on coarse grained soil

    影響粗水上升高度的因素研究
  15. Saponification slag stabilization granule soil can be used as bottom course of all highway

    皂化渣穩定細粒土可以用做各等級公路的底基層。
  16. Saponification slag - fly ash stabilization granule soil can be used as bottom course of all highway

    皂化渣粉煤灰穩定細粒土可以用做各等級公路的底基層。
  17. How to make the saponification slag profit us ? according to saponification slag is one kind of substandard lime, in this research, i use saponification slag to stabilize granule soil instead of lime. the intensity, rigidity, water stability, anti - scouring, shrinkage index of saponification slag stabilization is the same as the index of lime stabilization

    根據皂化渣屬等外石灰的特點,利用皂化渣替代石灰用於皂化渣穩定細粒土、皂化渣粉煤灰穩定細粒土、皂化渣粉煤灰等結構,並對這幾種結構的強度、剛度、水穩定性、抗沖刷能力、收縮性等指標進行了分析,結果顯示這幾種結構性能指標與石灰類結構相當。
  18. Geotechnical investigation and testing - laboratory testing of soil - part 7 : unconfined compression test on fine - grained soil iso ts 17892 - 7 : 2004 ; german version cen iso ts 17892 - 7 : 2004

    工調查和試驗.壤的實驗室試驗.第7部分:細粒土
  19. 2 the soil is course grained if it contains less than 50 % fines. follow the procedures for identifying coarse - grained soils of section 15

    1如果包含50 %或更多的,它就是細粒土.按照14部分中的程序來鑒別細粒土
  20. The foundation are formed by the inter - layer of fine and crude earth, in the different level of the layer, are distributed lenticular sand, which result in the poor uniformity

    由粗、細粒土相互迭置成層,層內不同高程上有透鏡狀砂層分佈,均一性較差,地基可能出現不均一沉陷變形。
分享友人