粘性砂 的英文怎麼說

中文拼音 [niánxìngshā]
粘性砂 英文
clay sand
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 名詞(沙子) sand; grit
  1. In any case, only good quality thin sections prepared by impregnating the sandstone with coloured low-viscosity plastic should be used.

    在任何情況下,都只能用浸染過有色低塑料的巖所製成的高質量薄片。
  2. Bituminous mixtures - test methods for hot mix asphalt - hot sand test for the adhesivity of binder on precoated chippings for hra

    瀝青混合料.熱拌瀝青混合料的試驗方法. hra用預塗瀝青碎石上合劑的熱試驗
  3. The external wall thermal insulation series dispersion products prepared by basf functional polymers division involve latest developed dispersion of base coat and bonding mortar specific for the exterior insulation finishing system, and the dispersion for external wall decoration system ( such as the exterior coating specific for the base plane to process putty, primer and coating decorative surface ) as well as ceramic tile adhesive specific for decorative surface of ceramic tile

    巴斯夫功能聚合物部推出的外墻外保溫系列乳液產品,不僅包括最新開發的專用於外墻外保溫體系的抹面膠漿和漿的聚合物乳液,還包括用於外墻飾面體系的聚合物乳液,如專用於基面處理膩子、底漆和塗料飾面的外墻塗料,以及專用於瓷磚飾面的瓷磚膠劑。
  4. Measurement of liquid flow in open channels - sediment transport - guide to methods of sampling of sand - bed and cohesive - bed materials

    明渠流量測量.第10部分:泥沙挾帶.第10c節:床和河床材料取樣方法導則
  5. The following results of recent researches were presented on measuring stiffness of a wide range of soils such as clay, sand and gravel, characterizing anisotropic properties of soil induced by external loading, measuring stiffness of base and subgrade materials in the pavement, determining soil properties in a centrifuge model during the flight of a centrifuge, and understanding wave propagation in granular materials under micro - gravity environment with this technique

    木文報道了壓電陶瓷傳感器應用於土、和礫石等不同種類土的研究成果,對應力導致土體各向異的研究,對路基和地基土的力學特檢測,在離心模型試驗中的應用,以及在微重力環境下的粒狀材料中波的傳播特的研究等。
  6. Evaporation varies from evaporation capability, embedded depth of groundwater is more easy, the effect is more obvious ; evaporation capacity decreases if embedded depth of groundwater become deeply, and close to zero under the some depth ; evaporation capacity of different soil texture is different. at ordinary situation, if embedded depth of groundwater is easy, evaporation capacity of the wide and grit soil is powerful ; if embedded depth of groundwater is deep, evaporation capacity of the slender and viscosity soil is powerful

    潛水蒸發隨大氣蒸發能力的變化而變化,且潛水埋深越淺,受其影響越明顯:潛水蒸發隨潛水埋深增加而減少,在某一埋深以下潛水蒸發接近於零:不同土質其潛水蒸發量不同,一般情況下,在潛水埋深較小時,土質較粗、偏土壤潛水蒸發較大;當潛水埋深較大時,土質較細、偏土壤的潛水蒸發較大。
  7. Silt is a special type of soil which property differs from sand and clay. but silt did not be given sufficient research previously, accordingly, there has not have systematic theory about it by now

    粉土為土和土之間的過渡類型,其質既不同於土,又有別于土,以往人們對它的研究較少,尚未形成系統的理論。
  8. Different from clay soil and sand soil, the particle extent of silty soil is more narrow, so the component design method and construction technology, which is reasonable for clay soil and sand soil may not be effective to silty soil

    粉質土不同於土和土,其粒度分佈范圍窄,所以適用於土與土的配合比及施工技術與方法並不就一定適用於粉質土。
  9. ( 2 ) in the thesis, some other important factors on the stability of subway foundation during earthquake are studied, for example, the intension of earthquake, the unit weight of the subway tunnel, the depth of the subway tunnel, the content of clay in sandy soil, and inputing different earthquake waves

    ( 2 )研究了對地鐵隧道地基的抗震穩定有著重要影響的一些其它因素,例如,地震動強度、地鐵隧道的平均容重、地鐵隧道的埋深、土中土的含量以及不同的實測地震波等。
  10. Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4. the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i, the better the dynamic consolidation effect is ; 5. the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding, but residual settlement deformation in each test district are compared, it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme. but the underlayer of dynamic consolidation should be made when pounding

    論文的主要工作和研究認識如下: ( 1 )確定必要的強夯施工參數; ( 2 )對既有土又有土地基的最佳夯擊次數的確定方法進行了探討; ( 3 )對試驗前各試驗小區的強夯試驗方案進行了評價,並提出了優化建議; ( 4 )強夯墊層材料的級配對夯擊能的消耗有很大影響,級配好的墊層對夯擊能的傳遞比級配差的墊層效果好; ( 5 )強夯地基的變形效應主要是指夯后地基不但沉降變形會大幅度降低,而且剩餘沉降變形會緩慢地發生; ( 6 )在比較各試驗小區的變形穩定后,按照優化后的試驗方案進行強夯處理,則浦東機場場道工程地基的變形穩定能滿足設計要求,但須在處理時施加強夯墊層。
  11. To meet the need of settlement calculation with fem when absence of laboratory triaxial test data in common road engineering, methods of determining the five parameters included in tangential elastic module through soil routine tests and the related emendation coefficient are given. at the same time, one approximately substituted formula for tangential poisson ratio is also developed, which is suitable for both sandy soil and cohesive soil. ( 3 ) research on main parameters modification of duncan - chang model based on the improved bp network

    對於一般道路工程中不做三軸試驗但須進行沉降有限元計算的情況,給出了依據土體常規試驗的切線彈模量確定方法和相關修正系數,同時也提出了對土和土均適用的切線泊松比的近似替代式子; ( 3 )基於改進的bp網路對鄧肯張模型主要參數修正研究。
  12. The papers and technical reports about the oil tank foundation treatment shows that in our country abundant experiences have been built up in dealing with the soft clay foundation, while there were few cases for sand foundation. analyzing the geological condition, the author proposed that the foundation soils at shuguang pump station belong to high - permeability sand layers

    根據曙光泵站地區的地質條件,論文認為該區主要是一套以高透水類土為主的地層,土層較薄且富夾薄層粉細,地基土的水平向與垂直向排水條件良好。
  13. The study solves engineering problem as follows : ( 1 ) the systematic study on the historical course of xigeda strata deposit and geologic environment includes strata, lithologic characters and constitution et in the liangshan and panzhihua region. the results show that the xichang - panzhihua express way is controlled by the anninghe fault and the xigeda fault, the earthquake frequently happen in the region of pass, the different sedimentation number is more great, they effect the road building, safety in operation and structure belong road ( 2 ) because in some place the xigeda strata is foundation and roadbed, the study on the basic properties of the xigeda strata include density, moisture content plastic and liquid limit graduation. the results show that the xigeda strata is deposition in lake, the main component is mudstone and sandstone, the fine particle is main, it has some viscosity, the moisture content of mudstone is different the it of sandstone, the other property are likeness. the xigeda strata has no dilatation on total, some claystone have low and medium dilatation ; ( 3 ) the study on the basic properties of xigeda filler include the composition of matter the biggest standard dry density, the optimum moisture content the results show that xigeda filler can use as road material, it is well grade filler and admixture filler on essence, its compaction index should change in different place because the property is controlled by mudstone and sandstone that change is great in different place ; ( 4 ) the study on the xigeda filler craft used as express way roadbed, includes suitable thickness, compaction numbers and methods and equipment choice et

    公路沿線廣泛分佈有昔格達地層,昔格達地層能否用作高速公路路基填料,國內沒有先例,本論文就是結合導師的科研項目,在非典期間,現場長達5個月的工作,完成了從試驗、現場施工工藝到路堤分層沉降監測等工作,是面對生產實際,認識昔格達地層的質和其作為地基、路基和填料應用中面臨的問題進行的研究。主要的研究內容有:對攀西地區地層巖、構造等地質環境和昔格達地層的沉積歷史過程作了系統的分析,研究表明西攀高速公路主要受安寧河斷裂和昔格達斷裂影響,通過地區地震活動頻繁,差異沉降較大,對公路建設、安全運行和沿線構築物設計有較大影響;由於昔格達地層在有些路段作為地基、有些作為路基,對其基本質進行了研究:包括天然密度、含水量、塑液限、顆粒級配等指標的試驗研究。研究成果表明:昔格達地層為湖相沉積,主要為巖和泥巖,它以細粒組為主,同時粒的存在,使其具有一定
  14. Based on the study result, the paper has made a systematic study on the compounding and performance of binding mortar. compared with tradition binding mortar, this new type binding mortar has better performance of water resistance, frost resistance and crack resistance, etc

    研究結果表明,新型漿具有比傳統漿更優良的能:和易改善,接強度、耐水以及抗裂顯著提高,抗凍良好,從而保證了新型漿具有良好的耐候
  15. The plane strain tests of sand and clay, and the emergence and development of shear bands were simulated numerically by pfc to analyze the stress - strain relationship curves of pfc models and test results under different confining pressures

    土和土的室內平面應變試驗及其剪切帶形成和發展進行了數值模擬,分別對比了不同圍壓下顆粒流試樣與室內試驗的應力應變關系曲線,基本再現了土和土試樣應力應變關系。
  16. In order to overcome the disadvantages of traditional binding mortar, in this paper new type binding mortar, has been developed in the paper, by adding polymer into mortar to improving the wetting binding strength and durability of mortar the key techniques of compounding binding mortar are how to reduce the polymer - cement ratio of binding mortar, and how to improve the creak resistance of binding mortar

    針對傳統漿施工和易差、結力低、耐久差、用於貼外墻飾面磚易剝落等問題,本文採用在漿中摻入一定量的聚合物的方法,以提高漿的結力和漿的耐久為突破口,開發出來了一種能優良的新型漿。
  17. Two kinds of polymer modified mortar with good toughness and high bond strength were produced by investigating how five different polymers affect mortar mechanical performance ( the compressive strength, the flexural strength, the ratio of flexural strength to compressive strength, the bond strength ) in different polymer content and in different curing condition

    通過系統研究五種不同的聚合物及不同的摻量對漿力學能的影響(抗壓強度、抗折強度、折壓比、結強度) ,不同的養護制度條件下力學能的變化情況,本文得到了兩種具有韌好、結強度高的聚合物改漿。
  18. Our company accumulated the designing experience of more yeare, sand developed sets of equipment as planet rotor and fixed rotor type sand mills, green sand processing line turndey engineering, and single machines to integrate into production line

    本公司集多年的設計經驗,開發了高效行星轉子及固定轉子式混機、型能檢測儀、舊增濕處理成套設備,可提供20 - 180噸/小時的機械化處理生產線交鑰匙工程及單機配套設備。
  19. The sand in taklamakan bo has fine grains with similar diameters, and its strength characteristics are not fully are to ordinary sand as well as silty. but its strength shows some features similar to clay when with some water content

    塔克拉瑪干沙漠顆粒極細,粒徑均勻,其強度特徵既不完全等同於普通,又不同於粉土,在含水狀態下則又表現出與土相類似的特點。
  20. Based on the theory of particle flow, particle flow code ( pfc ) model of sand and clay were constituted respectively by adopting the different particle contact constitutive relationships

    摘要本文基於顆粒流理論,引入不同的顆粒接觸連接本構模型,分別建立了土和土的顆粒流模型。
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