碎石基層 的英文怎麼說

中文拼音 [suìdàncéng]
碎石基層 英文
broken stone base
  • : 動詞[書面語] (觸; 撞) strike; bump
  • : 石量詞(容量單位, 十斗為一石) dan, a unit of dry measure for grain (= l00 sheng)
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  • 碎石 : spall; breakstone; gallet; galet; reduced stone; rubble; hardcore; debris; dust; macadam; chats; ...
  1. On the quality control of the cement stable macadam base

    水泥穩定碎石基層的質量控制
  2. Mechanized construction of cement stabilized macadam base

    水泥穩定碎石基層的施工控制
  3. Construction quality control of cement stabilized macadam

    水泥穩定碎石基層施工控制要點
  4. Construction quality control of cement stabilized macadam base

    水泥穩定碎石基層的機械化施工
  5. The construction techniques for the cement stabilized macadam foundation

    水泥穩定碎石基層施工工藝
  6. Essentials for construction control of cement - stabilized macadam base

    水泥穩定碎石基層施工質量的控制
  7. The mixture ratio adjustment of cement and coal ash for stabilizing crushed stone subbase course

    水泥粉煤灰穩定碎石基層施工配合比的調整
  8. Cement stabilized macadam subbase mechanized construction and technical points

    淺談水泥穩定碎石基層機械化施工及技術要點
  9. We must take account of crack resistance when doing mixture design. after systematic and scientific determination and analysis of temperature contraction property, aridity contraction property and strength index, the thesis have chosen the best grade limits in which crack resistance and compressive strength are high. this conclusion is based upon standard ? grade limits of cement stabilizing crushed stones subbase

    本課題在對水泥穩定類材料溫縮、干縮性能以及強度和模量等指標的測試分析前提下,以規范原有的水泥穩定碎石基層級配范圍為礎,選擇出抗裂性和抗壓強度兩項指標俱佳的級配范圍。
  10. Construction quality of stabilized macadam - cement in nandeng expressway

    水泥穩定碎石基層施工中離析問題原因及防治
  11. By a great number of tests indoors, the theoretic analysis of microstructure and fracture mechanics, tests on the test - road, after the analysis of road - related performances of cement - bound crushed stones base and the study for improvement, the conclusion is put forward, that applying the cement fa - bound crushed stones base can obviously minish the maximal stress of asphalt pavement, lighten and stay cracks in the asphalt pavement effectively and economically so as to improve long - term performances of the structure of pavement

    通過大量室內試驗、微觀結構和斷裂力學理論分析,鋪築試驗路段現場檢測,分析水泥穩定級配碎石基層的路用結構性能,並研究其路用性能的改善措施,得出水泥粉煤灰穩定級配碎石基層可明顯減小瀝青面的最大應力,經濟有效的減輕和延緩瀝青路面開裂,改善路面結構長期使用性能。
  12. In order to improve the pavement performance of lime - fly ash stabilized aggregates and make coarse aggregates form skeleton, the paper confirm the rate of voids of the mixed aggregates by the method of vibrating test

    為了改善二灰碎石基層的路用性能,使粗集料( 31 . 5mm 4 . 75mm )能夠形成骨架結構,本課題通過振實試驗方法研究了不同粒徑粗集料混合后的空隙率。
  13. Construction quality control of cement stabilized gravel

    淺談水泥穩定碎石基層施工質量控制
  14. China concerete and cement products

    水泥穩定碎石基層施工質量的控制
  15. Study on construction technique of cement - stable - crushed stone base course

    水泥穩定碎石基層施工技術探討
  16. Construction quality control of cement stabilized crushed stone base course

    水泥穩定碎石基層施工質量控制
  17. So analyzing the unique environment the highways there faces and researching the performance of asphalt mixes base course, and to imply a complete atsm ( asphalt treated stones mixes ) design method for base is an important question of our country ' s construction in wide perennially frozen soil zone

    目前我國瀝青穩定使用較少,在多年凍土地區更是空白,所以分析多年凍土地區公路所面臨的特殊自然環境,研究瀝青穩定碎石基層的路用特性,提出瀝青穩定混合料的設計方法是我國廣大多年凍土地區公路建設的一個重要課題之一。
  18. This text introduces some way to improve the early strength of lime - flyashed stabilized macadam from aspects of raw material, grading of aggregates, early strength agent, and construction, and presents comprehensive and systematic analysis to it

    摘要從所用原材料、集料級配、早強劑以及施工養生等方面介紹了提高二灰穩定碎石基層早期強度的措施,並對其進行了系統的分析。
  19. Quality control of the base construction of cement stabilized macadam road

    水泥穩定碎石基層機械化施工方法探討
  20. The asphalt pavement on cement - bound crushed stones base produces cracks easily so that the structure of pavement is destroyed too early

    水泥穩定級配碎石基層瀝青路面易產生裂縫,造成路面結構過早破壞。
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