clayey soil 中文意思是什麼

clayey soil 解釋
粘性土
  • clayey : adj. 黏土（多）的，黏土似的；泥質的（＝clayish）。
  • soil : n 1 泥土，土壤；土質。2 土地，國土。3 滋生地，溫床。4 農業生活，務農。n 1 臟東西，污物，污穢，污...
  1. This indicates that the soil under observation was clayey or loamy.

    這說明所研究的土壤屬亞粘土或壚坶土。
  2. Grey correlation analysis on clayey soil physical state and mechanics character

    粘性土物理狀態與力學特性間的灰色關聯度分析
  3. Cohesive soil, clayey soil

    年粘性土
  4. Correlation analysis on physical mechanic parameters of residual clayey soil in karst mountainous area

    碳酸巖分佈區殘坡積粘性土物理力學參數相關性分析
  5. Standard test method for laboratory miniature vane shear test for saturatedfine - grained clayey soil

    飽和細粒粘性土壤的實驗室小型十字板剪切試驗的標準試驗方法
  6. The model shows that : 1 ) structure of the stabilized soil from silt is formed by hydrates, which are generated by hardening agent hydration, wrapping and cementing soil particles and filling pores among the particles ; 2 ) structure of the stabilized soil formed from clayey soil is formed by the hydrates wrapping and cementing clay particle groups, filling pores among the groups, and squeezing and filling pores in the groups

    該模型認為：粉土固化土結構是由固化劑水化物充分包裹膠結土顆粒和填充土顆粒間孔隙而構成；黏性土固化土結構是通過固化劑水化物包裹膠結土團粒、填充土團粒間孔隙、擠壓填充土團粒內孔隙而構成。
  7. Made with merlot, cabernet sauvignon and cabernet franc planted on clayey and chalky soil, the grapes are picked by machine after being tasted for their ripeness

    由生長在黏土、石灰質上土地的梅洛、卡本內蘇維濃及卡本內弗朗所釀造。果實皆在品嘗檢測過成熟度後方才摘取。
  8. 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

    寬級配礫質土是一種粘性粗粒土，是天然土石的混合料，它通常以5mm為界被分為粗料和細料兩部分，顆粒組成是決定寬級配礫質工工程特性的主要因素。
  9. This study focused on construction technology of geogrid reinforced clayey soil embankment on common earth foundation. it is conducted according to a test road located in tongchuan, north - west china ' s shaanxi province. long term strain of geogrid in the embankment was researched

    本文以陜西省省道305線土工格柵加筋路堤為實體工程，通過試驗路修築，對土工格柵加筋路堤的施工技術進行了研究，分析了碾壓中的格柵損傷問題，對路堤中土工格柵的應變進行了測試與分析，並對土工格柵加筋路堤邊坡坡面防護技術進行了研究。
  10. Two incubation experiments were conducted to evaluate the effect of cadmium and lead applied singly on soil microbial activities and functional diversity of microbial community in red clayey soil and red sandy soil

    以紅黃泥和紅砂泥兩個土屬作為供試紅壤，採用室內培養方法對外加鎘、鉛污染紅壤的微生物活性及群落結構進行了研究。
  11. 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，查明風化泥質軟巖的宏觀結構特徵，利用現代試驗測試手段，取原狀土系統進行特殊土室內土工試驗，測定土的基本物理力學特性、礦物成分及微觀結構、膨脹性、三軸排水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水軟化后的強度變化趨勢，測試該類土的浸水軟化殘余強度。
  12. Seedlings may survive either through an early onset of the flood in the year after germination, or seedlings may survive through silty and clayey soil layers, which store water better than sand

    幼苗通過早的洪水或保持水分的粘土層可繼續活，長連通地下水的根，長成大樹。
  13. The results show that the water soaking is vital to microstructure, its influence on shear strength is higher than it on deformation properties of clayey soil obviously ; when number of blows of more wet and vibrated soil increased, the damage of initial construction increased, but the later strength of construction increased for a little

    結果表明，水的浸入對土的微結構特性影響至關重要，對土的抗剪強度的影響明顯高於土的變形特性，偏濕上和受振動的土擊數越多，對土的初始結構損傷越厲害，但土的後期結構強度有所提高。
  14. This study focused on mechanism of geogrid reinforced clayey soil embankment on common earth foundation. it is conducted according to a test road located in tongchuan, north - west china ' s shaanxi province

    本文以陜西省省道305線土工格柵加筋路堤試驗路為工程依託，通過有限元分析、離心模型試驗以及試驗路研究，對一般土質地基上土工格柵加筋粘性土路堤的機理進行了研究。
  15. Through two group tests on clayey soils with different water contents under quick - soaking, slow - soaking, freezing - thawing, different stresses ; the following studies were performed : the relationship between mechanical strength and microstructure dynamic environmental energyfield of clayey soil ; the interrelation between the microstructure dynamic environmental energyfield ; changing of external environment and medium environmental intrinsic of clayey soil

    摘要通過兩組不同含水率的黏性土分別在快浸、慢浸、凍融、不同應力條件下的試驗，討論了黏性土力學強度特性與其微結構動態環境能場的本質關聯，分析研究了黏性土微結構動態環境能場、外部環境條件變化與其內在介質環境變化之間的密切關聯。
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