試驗室用水泥 的英文怎麼說

中文拼音 [shìyànshìyòngshuǐ]
試驗室用水泥 英文
laboratory cement
  • : 名詞(古代占卜用的器具) astrolabe
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 泥名詞1 (含水的半固體狀的土) mud; mire 2 (像泥的東西) any paste like matter; mashed vegetable...
  • 試驗 : trial; experiment; test
  • 水泥 : cement; -lith
  1. Abstract : based on the indoor test results of the base bedding course materials for cement concrete pavement and prevalent actural calculation approach of the prevalent norms, and according to the different compositions in changtan expressway and in consideration of the experiences gained in the central and southern region, a typical structure legend for cement concrete pavement which is suitable for areas damp and with plenty of rainfall the typical structure and guideline for the use of the typical structure legend are presented in this paper

    文摘:通過對南方多雨地區目前常混凝土路面基墊層材料的,依據現行規范的結構計算方法,進行不同結構組合算與長潭高速公路路段現場檢測,並參考中南地區使,提出了適應多雨潮濕地區混凝土路面典型結構圖例,論述了運典型結構圖例的原則及指南。
  2. The main contents of testing the strength of subgrade abamurus using earthquake wave velocity are as follows : the influence of the lithology and strength of flag stones and the shape of block upon wave velocity, the influence of the strength of cement mortar upon earthquake wave velocity, the estimation standards of the strength and completion of abamurus. this paper puts forward an accurate no - destructive testing using the different reflect of elastic wave velocity for abamurus stones, the strength of mortar, the plumpness of mortar and the type of abamurus, on the basis of laboratory tests and field tests. it can be used to accurately distinguish the completion of abamurus

    地震波速法檢測路基擋墻強度,研究的主要內容有:片石巖性和強度及塊體形體對波速的影響;砂漿強度對墻體波速的影響;擋墻整體強度和完整性的評估標準。應彈性波速度對擋土墻石材、砂漿強度、砂漿飽滿度及擋墻類型的不同反映,在內外模型和現場生產的基礎上,提出了一種正確的無損檢測法,可以正確判別漿砂片石擋墻墻身的完整性。
  3. Finished the following important consulting projects in recent years : ( 1 ) to take charge of and participate in the design of the project of 25 thousand - ton petrol and gas quays of the jiangyin petrol company. ( 2 ) to take charge of and parricipate in the design of the project of 25 thousand - ton petrol and gas quays of zhang jia gang hada company. ( 3 ) to organize the feasibility study on the coastal engineering test hall construction project of nhri. to take charge of and participate in the design of the hall ( a large - size wave basin, 70m long and 50m wide. was constructed in it ). ( 4 ) to organize the project feasibility study of the laboratory of nhri for the basic law research on sediment transport, to take charge of the design of the project, and to participate in the design of the wind and wave flume ( 180m long ), in which the scientific research projects of waterway training works and coastal engineering structures can be carried out under the combined action of wind, wave and current

    近幾年來主要完成以下幾項重大工程: 1 .主持並參與江陰石油公司2 . 5萬噸級油氣碼頭的設計; 2 .主持並參與張家港哈德公司2 . 5萬噸級油氣碼頭的設計; 3 .編寫了南京科院海岸工程廳可行性研究報告,主持並參與該廳的工程設計,在該廳內建有70米長50米寬的大型波浪池; 4 .編寫了南京科院「沙運動基本規律研究實」工程可行性研究報告,並主持該項工程設計,參與完成180米長風浪槽設計,該槽建成后,可在風、浪、流綜合作下進行航道整治和海岸工程的科學研究。
  4. 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、微觀結構和斷裂力學理論分析,鋪築路段現場檢測,分析穩定級配碎石基層的路結構性能,並研究其路性能的改善措施,得出粉煤灰穩定級配碎石基層可明顯減小瀝青面層的最大應力,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性能。
  5. Standard specification for mixing rooms, moist cabinets, moist rooms, and water storage tanks used in the testing of hydraulic cements and concretes

    和混凝土攪拌濕氣箱濕氣貯存罐標準規范
  6. Firstly the present situation of hydraulic fracturing of rock mass was talked about, then, the hydraulic fracturing of rock mass test was carried out with cement mortar ( analogue material of rock mass ) thick tube hollow cylinder through seepage - stress coupling apparatus that was developed by the laboratory of seepage control in hohai. through the analysis of data, the thesis discussed the mechanism of the hydraulic fracturing of rock mass

    首先對巖體力劈裂研究的現狀作了較為詳細的綜述,然後應河海大學滲流實的滲流?應力耦合儀對以砂漿為巖石相似材料的厚壁圓筒件進行了力劈裂,並對結果進行詳細分析,對力劈裂破壞機理進行了深入的探討。
  7. Engineering properties of this new type of fill material are discussed on the basis of laboratory modeling, field measurement and results of testing, thus laying a solid foundation for application of cement solidified soil in the core structure of cofferdams

    根據內成型、現場監測與檢測結果探討了固化土新材料的工程特性等,為固化土新材料在圍埝堤心結構中應打下了堅實的基礎。
  8. Standard test method for the laboratory determination of the time of setting of hydraulic - cement mortars containing additives for shotcrete by the use of gillmore needles

    吉爾摩稠度針實測定噴漿混凝土含添加劑的砂漿凝固時間的標準方法
  9. Match ratio tests are done by using cement and fly - ash as curing agent, which include making soft clay with different water content into different mixing ratio cement - stabilised clay, and mixing cement and fly ash to make different cement - fly ash stengthened clay to soft clay with ascertaining water content. afterwards unconfined compression strength is tested at different curing age. the microstructures and mechanisms of cement soil and cement - fly ash soil are studied by mean ", of x - ray and scanning electron microscope ( sem ) technology

    和粉煤灰為固化劑在內進行其配合比,對含量不同的軟粘土製成不同摻入比的土以及對含量值固定的軟粘土製成、粉煤灰摻入量分別不同的-粉煤灰加固土,並在不同齡期時進行無側限抗壓強度;運x射線衍射和掃描電子顯微鏡技術,對土及-粉煤灰加固軟土的微觀結構和機理進行分析。
  10. The basic physical and mechanical properties, mineral composition, micro structures, swelling potential, consolidated drained triaxial shear strength, parameters of constitutive model and residual strength of the soft clayey rocks were tested in laboratory with a large number of natural samples. the changing trend of the strength about these rocks is obtained by modeling the condition of softening due to immersion. from the principles of modern soil mechanics, the structural and swelling characteristics of soft clayey rocks were analyzed systematically

    本文通過現場調查,查明風化質軟巖的宏觀結構特徵,利現代手段,取原狀土系統進行特殊土內土工,測定土的基本物理力學特性、礦物成分及微觀結構、膨脹性、三軸排剪強度及本構模型參數、軟化殘余強度,並模擬土體在長期浸軟化后的強度變化趨勢,測該類土的浸軟化殘余強度。
  11. Through much analysis of laboratory experiments, this paper reach the conclusion that aggregate gradation, degree of compaction, water cement ratio and magnitude of cement are the main factors that influence the coefficient of permeability and the compressive resilience modulus of high air void cement - stabilized crushed stone mixture

    本文通過大量的發現,集料級配組成、壓實度、灰比和量是影響大孔隙穩定碎石混合料滲透系數和抗壓回彈模量的主要因素。
  12. Abstract : for enhancing the application level of cement - treated soil, the relationships between the permeability of cement - treated soil and cement mixing ratio, stadium, and the additive was studied through the laboratory experiment

    文摘:為了提高土的應平,通過研究了土的滲透性與摻入比、時間及外摻材料間的關系。
  13. Based on analysis on research existing status and application foreground of nanometer materials in cemented based material, the paper firstly discusses the microstructure properties of the three nanometer materials and compares them with the corresponding ordinary crystals. by unconfining compression strength tests of the cemented soil stabilized with the nanometer materials, influencing rules of nanometer material addition ratio and curing period on the strength are individually analyzed

    在總結納米材料在基材料中的應現狀以及應前景的基礎上,本文首先分析了三種納米礦粉的微結構特性及其與普通礦粉的微結構特性異同;通過內無側限抗壓強度,探討了納米礦粉摻入比和齡期對土強度的影響規律。
  14. Laboratory tests were carried out on two aggregate gradings with asphalt content of 7 %, 8 % and 9 %, and with cement content of 2 %, 3 % and 4 % respectively

    摘要通過了兩種集料級配下,乳化瀝青量分別為7 % 、 8 % 、 9 % ,量分別為2 % 、 3 % 、 4 %時乳化瀝青混凝土的物理、力學性質。
  15. In order to establish the non - destructive detecting standard, transverse wave speed is chose as the non - destructive detecting parameter, which strongly correlated with the compressive strength basing on lots of room experiments, and finds the relation between transverse wave speed of cement - soil and its contributory factors. the forecast model of the non - destructive detecting parameter is established by neutral - network toolbox of the matlab. by this model, transverse wave speed and compressive strength are got by putting the soil style, cement - soil ratio, water - cement ratio, maintain condition and the time

    由於土的力學性能通常抗壓強度來衡量,因此,我們通過大量的建立了剪切波速與抗壓強度以及影響因素之間的對應關系,並利matlab神經網路工具箱建立了防滲墻施工質量無損檢測指標的預測模型,即通過輸入土類、灰土比、灰比、養護條件及齡期獲得相應的剪切波速和抗壓強度。
分享友人