粘土分類 的英文怎麼說

中文拼音 [niánfēnlèi]
粘土分類 英文
classification of clay
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : Ⅰ名1 (許多相似或相同的事物的綜合; 種類) class; category; kind; type 2 (姓氏) a surname Ⅱ動詞...
  1. Of the eons of geological periods recorded in the stratifications of the earth : of the myriad minute entomological organic existences concealed in cavities of the earth, beneath removable stones, in hives and mounds, of microbes, germs, bacteria, bacilli, spermatozoa : of the incalculable trillions of billions of millions of imperceptible molecules contained by cohesion of molecular affinity in a single pinhead : of the universe of human serum constellated with red and white bodies, themselves universes of void space constellated with other bodies, each, in continuity, its universe of divisible component bodies of which each was again divisible in divisions of redivisible component bodies, dividends and divisors ever diminishing without actual division till, if the progress were carried far enough, nought nowhere was never reached

    隱藏在大地的洞穴里和能移動的石頭底下蜂巢和墩子中那無數微小的昆蟲的有機生物:微生物病菌細菌桿菌精子憑著子的親和之凝聚力而在一根針尖上那幾萬幾億幾兆個多不勝數肉眼看不到的微小顆粒人的血漿是一個宇宙,群集著白血球和紅血球,每個血球又各自形成一個空虛的宇宙空間,群集著其他球體各個球體連續性地也是由可割的構成體形成的宇宙,各個構成體又可以割成為幾個能夠進一步割的構成體。就這樣,子與母實際上在並未割的情況下就不斷地減少了。如果這個過程延續到一定時候,就永遠在任何地方也不會達到零。
  2. Through indoor routine tests, the physical and mechanical natures of intact and remolding soil of muck and mucky soil, in fuzhou, are analyzed in this thesis. the results reveal that water content, void ratio, shear strength of remolding soil samples are lower than those of intact samples. then qualitative analysis on the mineral composition, chemical composition and microstructure characteristic and types of the soft clay is given

    本文通過室內常規試驗對福州地區淤泥及淤泥質的原狀樣和擾動樣的物理力學性質進行了析,觀察樣受擾動后一些物理力學指標的變化情況,發現擾動軟樣的含水量、孔隙比、抗剪強度指標均比原狀樣低;並從軟的礦物成份、化學成份以及微觀結構特徵和型上定性地析。
  3. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求,在高位轉換層結構中採用迭層空腹桁架結構.首先析了其受力性能,得出了空腹桁架各構件合理的截面剛度以及布局形式.然後結合一實際工程,進行了兩榀迭層空腹桁架轉換結構模型( 1 : 8相似比)的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝迭層空腹桁架,另一榀配置了預應力和鋼骨混凝,對比析了兩模型的層間位移比、骨架曲線以及等效質阻力系數等抗震性能的比較,並進行了彈塑性動力析.試驗和析結果表明,配置預應力和型鋼混凝的迭層空腹桁架轉換結構具有良好的抗震性能,可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊端問題,最後對這轉換層結構提出了相應的設計建議
  4. Cementitious capillary crystalline waterproofing coating ( abbreviated ccwc ) is a new type of cement - based waterproofing materials, which is characterized by its very good adhesive performance and impermeability to water, self - rehabilitating ability, permanent waterproofing effect, good aging resistance and corrosion resistance, simple construction method and harmless to hunman etc. ccwc consists of ordinary portland cement, quartz sand and reactive substances and other supplementary ingredients, whose reactive substance can permeate into the internal part of concrete structures through water and produce insoluble crystals filling capillary pores or crack of the concret through reaction with cement hydrates and unhydrates

    水泥基滲透結晶型防水材料是以硅酸鹽水泥或普通硅酸鹽水泥、石英砂等為基材,摻入活性化學物質而組成的一種新型防水材料。摻入的活性化學物質以水作載體向混凝內部滲透,與混凝中未水化的水泥及部水泥水化產物發生結晶反應,生成不溶於水的結晶體,堵塞毛細孔道,使混凝緻密、防水。這種防水材料具有結力強、抗滲性能好、自愈合能力強、防水效果持久、耐老化、耐腐蝕、易施工、對人無害等特點。
  5. Standard classification of fireclay and high - alumina plastic refractories and ramming mixes

    耐火及高礬的塑性耐火材料及搗實混合物的標準
  6. ( 3 ) the definition of soil series applied the method of direct nomenclature ( eg. qingjiang series ), searches of soil series was the order : soil structure - the texture of hydragric epipedon - the proportion of clay and salt ( eg. apl - ap2 - g - clay loam - 0. 54 ), 10 typical soil sections were classified 10 soil series ( eg. qingjiang series beihe series ) and belonged to 5 subgroups and 4 groups of hydragric anthrosols

    ( 3 )系採用直接命名法(如:清江系) ,其檢索採取剖面構型+表層優勢質地+砂比的性態檢索順序(如: ap1 - ap2 - c ++ 0 . 35 ) ,被研究的10個典型壤剖面被劃為清江系、北河系等10個系,別隸屬於5個水耕人為、 4個水耕人為
  7. The dongfang plaza cultural site ; clay mineral analysis ; chemical element analysis ; spore - pollen analysis ; ancient human activity

    東方廣場遺址礦物析化學元素析孢粉析古人活動
  8. In this dissertation, based on the field data of using prefabricated plastic drains improving soft clay foundation of filling - sea project in the shenzhen gulf, the qualitative and quantitative analysis of many factors of theoretic calculation way used in prefabricated plastic drains design were done, which could be a reference to choose the theoretic calculation way in other projects

    本課題根據所收集到的深圳灣填海工程中塑料板排水法處理軟地基的工程實測資料,對塑料板排水法處理軟地基的理論析計算中通常要考慮的各種要素進行了定性或定量析,可作為同工程中選擇理論計算方法的參考。
  9. 3. based on the bond test for 33 concrete specimens and gfrp and bending test for 15 beams strengthening with gfrp, surface preparation of concrete, type of epoxy adhesives, thickness of adhesives, hardening time of adhesives, cure condition after strengthening are considered, and the effect on concrete structures strengthening with gfrp causing by construction behavior was analyzed. 4

    根據gfrp片材加固混凝結構在施工中常涉及到的一些相關因素,如混凝基層表面處理情況、所選用的結劑型、塗抹結劑的厚度、加固的方式以及養護狀況,進行了33個混凝試件與gfrp片材的剪切結試驗,並進行了採用gfrp片材加固的15根混凝梁的抗彎試驗,析了與施工性能相關的因素對gfrp片材加固混凝結構效果的影響。
  10. Soils : investigation and testing - soil treated with hydraulic binder, possibly combined with lime, for use as a selected fill - part 1 : definition - composition - classification

    壤:調查和試驗.經水凝合劑處理的可與石灰混合的用作所選填壤.第1部:定義.組.
  11. Abstract : the petrologic characteristic and the pore types of y8 y10 reservoir are studied by x - ray diffraction method, the quantitative mineral clay analysis method and thin - section analysis method. based on the study, the mistakes are corrected in the naming of the sandstone and in the composition of the pore filling substance. the pore characteristic of the sandstone and the main factors of controlling the pore development are discussed

    文摘:利用x衍射全巖析方法、礦物定量析方法和薄片鑒定等方法研究了城華地區延8 -延10儲層巖石學特徵和孔隙成因型.綜合論述了城華地區延8延10油組不同巖相儲層砂巖的基本特徵,糾正了砂巖定名的錯誤和主要填隙物成份的錯誤,同時還論述了儲層砂巖的孔隙特徵和控制孔隙發育的主要因素
  12. The petrologic characteristic and the pore types of y8 y10 reservoir are studied by x - ray diffraction method, the quantitative mineral clay analysis method and thin - section analysis method. based on the study, the mistakes are corrected in the naming of the sandstone and in the composition of the pore filling substance. the pore characteristic of the sandstone and the main factors of controlling the pore development are discussed

    利用x衍射全巖析方法、礦物定量析方法和薄片鑒定等方法研究了城華地區延8 -延10儲層巖石學特徵和孔隙成因型.綜合論述了城華地區延8延10油組不同巖相儲層砂巖的基本特徵,糾正了砂巖定名的錯誤和主要填隙物成份的錯誤,同時還論述了儲層砂巖的孔隙特徵和控制孔隙發育的主要因素
  13. The article introduces the basic concepts and common methods of fuzzy mathematics, initially discussing the applications of fuzzy mathematics in the following aspects : 1 ) division of " skidding " strata with grade of membership that are drilled with diamond bits ; 2 ) comprehensive evaluation on the application in evaluation of diamond bits, classification of rock drillability, and evaluation of clay ; 3 ) classification of " hard rock " through fuzzy clustering analysis ; 4 ) estimation of completion time of boreholes and evaluation of underg round water with fuzzy mathematics ; 5 ) identification of new ore areas and option of best water resource area with fuzzy model ; 6 ) option of diamond bits and evaluation on oil field development plan with fuzzy resemble option and the improved calculation method ; ? ) prediction of mud slurry performance and of the amount of surging water in ore pits with fuzzy control ; 8 ) comprehensive evaluation of diamond bits and supporting plan of deep foundation pit with fuzzy optimal theory

    初步探討了以下幾方面的應用: 1 )用隸屬度劃金剛石鉆進「打滑」地層; 2 )綜合評判在金剛石鉆頭評價、巖石可鉆性級及鉆探造漿評價中的應用; 3 )用模糊聚析進行「硬巖石」; 4 )用模糊數進行鉆孔竣工時間預估及地下水質評價; 5 )模糊模式識別在新礦區型識別和最佳水源地選擇中的應用; 6 )模糊相似選擇及其改進演算法在金剛石鉆頭選擇和油田開發方案評價中的應用; 7 )模糊控制在泥漿性能和礦坑涌水量預測中的應用; 8 )優化理論模型在金剛石鉆頭和深基坑支護方案綜合評價中的應用。
  14. By the observation and analysis to the bearing function and break appearance of the rc beams with different forms in the experiment, and with theories of rc beams and strengthening by gluing steels, the most emphasis is placed on the three problems such as the capability of bearing bending, the classification and mechanism of the premature failure, and the rigidity and deflection under short - dated loading

    通過對試驗中各試件梁的受力性能及破壞形態的觀察和析,並結合鋼筋混凝梁和鋼加固的有關理論,全文重點討論了三個方面問題:即鋼加固梁的抗彎承載力,早期破壞的和破壞機理,短期荷載作用下的剛度和撓度。
  15. Road foundations. road roller compacted concretes and high performances cementitious granular material. definition. composition. classification

    路面水泥層.公路密實混凝和水硬性結劑與高性能火山結劑的粗處理.定義.成.
  16. Standard test method for identification and classification of dispersive clay soils by the pinhole test

    用針孔試驗做識別和的標準試驗方法
  17. To discuss the rheological effects of soft soil, shear strength is divided for rheological analysis. viscosity coefficient of remolding soil is used to modify partial parameters of routine soil mechanic tests. so the shear strength caused by rheological effects can be considered

    在前人研究的基礎上,本文採用對體抗剪強度的方法研究了軟的流變性,提出了重塑滯系數的計算方法,重點析了常規試驗中部參數由於流變而引起的試驗誤差。
  18. The main results were as follows : ( 1 ) due to their different working principles, the measured result of clay content by laser particle - size analysis was lower than that by using pipette and sieve analysis. the classification results of soil texture by using these two methods agreed well with each other

    主要結論如下: ( 1 )由於激光法和吸管法原理的不同,激光法測得的粒含量較吸管法低,但是在壤質地上,激光法和吸管法的結果基本一致。
  19. Organic bentonite - yh - 958 introduction : yh - 958 organic bentonite is the self - active organic bentonite. it can be added in every step of compounding paint, it no needs pre - gel or polar activator, it has perfect rheological, anti - settling and sag prevention. besides the characters of the other yh bentonite, yh - 958 function well in high gravity, low viscosity pigment solvent system

    Yh - 958和978產品是國內首創的自活化有機膨潤,可在調漆的任何階段加入,無需預凝膠和極性活化劑,散細度可在20um以下,可用於面漆和底漆,提供油漆體系理想的流變性能,控制沉降和流掛,除具備同產品的特點以外, yh - 958在較少添加量,低度的高比重顏料體系中形成微弱的絮凝結構,防止顏料沉結
  20. The influences of soil structure, confining pressure and strain amplitude on dynamic properties of recently deposited soils of nanjing and its surrounding areas are discussed. furthermore, based on test results and theoretical analysis, the averaging curves, recommended values and envelopes of dynamic shear modulus ratio ggmax and damping ratio versus dynamic strain for recently deposited soils of nanjing and its surrounding areas are presented. by use of vibration triaxial apparatus, nanjing silty clay and fine sand interbedded strata and nanjing fine sand were tested and their test results are discussed

    通過自振柱試驗,探討了的結構性、有效圍壓和應變幅值大小對動荷載作用下南京及其鄰近地區新近沉積的動剪切模量、阻尼比和應力?應變關系的影響;通過試驗和理論析,給出了南京及其鄰近地區的、淤泥質粉質、粉質、粉質與粉砂互層、粉以及砂等六新近沉積中典型的動剪切模量比和阻尼比隨剪應變幅值變化的平均曲線、包絡線和推薦值。
分享友人