遲滯層 的英文怎麼說

中文拼音 [chízhìcéng]
遲滯層 英文
stagnant film
  • : Ⅰ形容詞1. (緩慢) slow; tardy; dilatory 2. (晚) late; delayed 3. (遲鈍) slow; obtuseⅡ名詞(姓氏) a surname
  • : Ⅰ動詞(使停滯; 使不流通) stagnate; block up Ⅱ形容詞(停滯; 不流通) sluggish; slow-moving; stagnant
  • : 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...
  • 遲滯 : 1 (緩慢; 不通暢) slow moving; sluggish 2 [軍事] (使延遲) delaying (action)3 [電學](延遲) ...
  1. In practice there are four major institutional deficiencies in financial support of " agriculture, countryside and farmers " : 1 ) extreme difficulties in policy - related finance ; 2 ) market failure in commercial finance ; 3 ) sluggish development in cooperative finance ; 4 ) de - standardization in the growth of non - regular finance

    現實面中金融支農存在著四大制度缺陷:政策性金融步履維艱、商業性金融市場失靈、合作性金融發展、非正規金融發育失范。
  2. One of the key subjects reported at the symposium is the early triassic chronostratigraphy, esp. the gssp for the induan - olenekian boundary ; the second is the expression and process of biotic and environmental events during the permian - triassic transition ; the third is the calcimicrobialite and the specific ecosystems at the permian - triassic boundary and in the early triassic the fourth is the evolution and lineages of some key taxonomic groups in the early triassic ; the fifth is the recovery process and pattern of the ecosystems at the beginning of the mesozoic ; and the sixth is the causes of the delayed biotic recovery in the early triassic

    學術主題之一是早三疊世年代地格架,尤其是印度階奧倫尼克階界線型;第二是二疊紀三疊紀之交滅絕和環境事件的表現形式和過程;第三是二疊紀三疊紀之交及早三疊世微生物巖及其代表的特殊生態系;第四是滅絕事件后三疊紀初一些關鍵生物類別的演變歷程;第五是中生代初生態系復甦過程和型式;第六是早三疊世生物復甦的原因。
  3. The self - weight of soil is an important factor affecting consolidation, and once it is taken into consideration, the consolidation becomes quicker and final settlement becomes larger. rheological property of soft soil contributes to delaying consolidation. the influences such as nonlinear variations of compressibility and permeability, rheological and layered properties of soil, self - weight and time - dependent loading are interacted each other and very complicated, and only they are all taken into consideration, can the consolidation behavior of soft soils be actually revealed

    研究表明:大、小應變固結理論的差異隨土壓縮性或荷載的增大而越趨明顯;土體自重是影響固結的一個重要因素,考慮自重要比不考慮自重固結快、最終沉降大;土的流變性增大將最終軟土地基的固結;土的壓縮性和滲透性的非線性變化、土的流變性、成性、自重及變荷載等因素對固結的影響相互交織,錯綜復雜,在固結分析中對之綜合加以考慮,才能真實反映軟土的固結性狀。
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