方解石巖 的英文怎麼說

中文拼音 [fāngjiědànyán]
方解石巖 英文
calcitite
  • : Ⅰ名詞1 (方形; 方體) square 2 [數學] (乘方) involution; power 3 (方向) direction 4 (方面) ...
  • : 解動詞(解送) send under guard
  • : 石量詞(容量單位, 十斗為一石) dan, a unit of dry measure for grain (= l00 sheng)
  • : 名詞1. (巖石) rock 2. (巖峰) cliff; crag
  • 石巖 : shiyan
  1. It is further indicated by the fusion of various geo - factors that the major targets include gold - bearing limonitic cataclastic rock in ningwei domain, auriferous quartz in nanhua mountain and xihua mountain domain, where the 50 - 85 strike mylonite and sulfur - bearing quartz - calcite veins of cataclastic rock is the prior ore - search targets

    同時,通過多源地學因素的融合還顯示,寧衛地區找金的主攻對象以含金褐鐵礦化碎裂為主,南華山、西華山地區以脈型金礦為主,且重點應在50 - 85度向糜棱、碎裂帶中尋找含硫化物的英-脈。
  2. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後,對土工程領域至今尚未決,甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討,提出了考慮地基變形的地基承載力上程計算法;對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎(空間問題)的承載力界限荷載p _ ( 1 / 4 ) ,並與國內外土力學專著及地基基礎設計規范中的條形基礎(平面問題)的界限荷載p _ ( 1 / 4 ) ,進行了對比,從而定量上釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況;根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作,本文以截頭錐模型模擬地基,對地基(基)承載力的動測法進行了研究,為各類地基(包括基) ,匯總了動力分析和檢測川的參數:針對日前土工程界應用樁基設計規范中的難點? ?樁端基承載力的確定問題,從室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四面進行了深入討論;本文作者根據多年現場載荷試驗的工程實踐,對深井荷試驗裝置的核心部分? ?反力裝置,設計了側壁支撐反力加載系統,該加載系統具有實用、簡便、穩定及安個等優點。
  3. Researches of more than four decades in the field, especially from the early 1980s on, during which the analysis of the isotopes in fossil brachiopods and early diagenetic cements has contributed much to the knowledge, achieved appreciable progress

    40多年的研究結果,尤其是進入80年代質的腕足化殼體和早期成膠結物等特殊樣品的應用,取得了若干重大研究進展,但同時也發現了一些新的問題。
  4. The lay of the strata can imply that the rock splits easily along its direction of cleavage.

    成層的地層意味著易於沿著其向裂開。
  5. However geological information is fully recorded in the remote sensing image, which made it possible for the choosing of this area as a dissection point to extract complex structural information of orogenic belt in west china. taking fully advantage of multi - band image richly bearing concealed geological information in combination with remote sensing analysis and structure analysis, to anatomy the supracrustal composition and structure of orogenic belt with the regional linear structures and their partitioned block and schistous geological masses as the macro - frame ( in corresponding to structure units and structure segments ) and with the rock masses, structure - rock assemblages, line - featured and belt - featured structures as well as penetrative and non - penetrative foliation ( primary stratum and trans position layering ) and folds as the texture and structure elements. the methods of how to distinguish granulite > ductile - shear zone, imposed fold, different deformed belts -

    因而,本文選擇這一地區作為我國西部地區從遙感圖像上提取造山帶復雜結構構造信息的剖區,充分利用遙感圖像多波段反映物質屬性的特點和圖像處理提取隱含信息的優勢,採用遙感析?構造析相結合的研究法,以區域線狀構造及由它劃分的塊狀、片狀地質體為宏觀骨架(對應于構造析劃分的構造單元、構造均勻區段) ,以地質體中的體、構造組合,線狀、帶狀構造,透入性、非透入性面狀(原始層理、新生面理)和褶皺等構造作為用於析的結構構造要素,進行造山帶表殼組成和結構構造析研究。
  6. Roll over protective structure ( rops ) is a device which installs on out of construction vehicle. the main functions are : when the vehicle rolling over. rops can prevent the vehicle from rolling over further, and reduce the possibility of rolling vehicle injures operator ; when the vehicle traveling on freezing soil. concrete and rock, it has large resist continuous impact ability ; when the vehicle overturning rops can support the whole vehicle. arrangement of falling object protective structure ( fops ) can block objects ( such as trees, rocks ) so that supply protection for operator. this problem is that research rolling over and falling objects protective structure of bulldozer by learning research condition of rops / fops and relative lay down international standard. on the base of theory analysis. detrudes counting formula of rops / fops deformation through founding mechanics analysis model of rops / fops at the stage of elasticity and plastoelastic. and finds a set of feasible nonlinear finite element analysis counting. lt calculates rops / fops plastoelastic deforma variable of 320hp bulldozer, bulldozer has been carried out by optimizing design method

    其主要功能是:當車輛滾翻時, rops能刺入未凍土壤而阻止車輛的進一步滾翻,降低滾翻的車輛對系著安全帶司機軋傷的可能性;保證rops在碰撞和沖擊變形不大的地面(如凍土、混疑土上、)時,能具有相當大的抗連續沖擊能力;當車輛已經處于顛覆狀態時,已經變形的rops應能支撐住整車。落物保護裝置(簡稱fops ) ,其構件的布置式要能遮蔽墜落的物體(如,樹木、等) ,以便對司機提供適當的保護。本課題主要通過了國內外有關對rops fops的研究情況和有關國際標準的制定,對大型推土機傾翻和落物保護裝置進行研究,在理論分析的基礎上,通過建立rops fops的力學分析模型,推導彈性、彈塑性階段rops fops變形的計算公式,建立一套可行的rops fops的非線性有限元分析計算法。
  7. Calcitic limestone is mainly caco 3 with relatively small amounts of impurities.

    ,主要是由CaCo3和少量的雜質所形成。
  8. We find that the petrology characteristic of all the samples have no characteristic of meteoric water such as geopetal structure, infiltrative sand, ( uniform cement and gravitational cement on base of the research of the dolomite in the regions. on the dot diagram of combination of mgco3 ( mol % ) and sr, the dot are all close to the line of seawater whether they are microlite - crystalline penecontemporaneous dolostone or diagenetic dolostone of various crystals. the 87sr / 86sr value of dolostone or matrix is less than the one of sparry calcite in cave or vein, and close to the value of seawater

    通過本區白雲的研究發現:已有的白雲樣品的學特徵沒有顯示出如示底構造、滲濾沙、新月型膠結物和重力膠結物等大氣淡水作用的特徵;在白雲mgco _ 3mol百分數和白雲sr含量的投點圖中,無論是準同生成因的泥?微晶白雲,還是粉?細晶(或中晶,或細晶以上的不等晶)的成白雲,均投在海水線的附近;白雲(或基質)的~ ( 87 ) sr / ~ ( 86 ) sr比值顯著低於與孔洞或脈中充填的亮晶,且與海水值十分接近, ~ ( 13 ) c和~ ( 18 ) o值顯著高於孔洞或脈中充填的亮晶,也偏向于海水值; mn含量則顯著低於孔洞或脈中充填的亮晶
  9. This paper emphasizes the effect of the dissolution of aluminosilicate during diagenesis may provide more radiogenic strontium which would result in a high content of strontium in carbonate rocks. so we should avoid the vein of carbonate and select the samples with less terrigenous clastic, less grain content and lacking calcite cementation collected as analysis samples. the microcrystalline limestone and micro - to fine - crystalline dolomite are rather fairly whole rock samples

    作者還強調了成過程中由長等鋁硅酸鹽溶提供殼源sr所造成的碳酸鹽礦物成蝕變可能表現為較高的sr含量;因此,在用全樣品進行旨在反映海水組成的各種分析時,應迴避碳酸鹽脈,選擇含陸源碎屑低、顆粒數量少、缺乏膠結物的樣品,微晶灰或微?粉晶白雲是較為理想的全樣品。
  10. Among of them, carbonate rock is the primary type of them, it is the product of stable platform facies of marine. we study the geochemical characteristic of carbonate rock of lower palaeozoic burial hills in the regions of zhuangxi and chengdao and find that the calcite fillings in cave or vein have high value of 87sr / 86sr, low value of 13c and 18o and high mn content among of different structural components. so it has been exposed to be dissolved by meteoric water on supcrgene diagenetic stage

    通過對樁西、埕島地區下古生界碳酸鹽的地球化學特徵研究,表明在的各種結構組分中,洞或脈中的充填物具有顯著較高的~ ( 87 ) sr ~ ( 86 ) sr比值,較低的~ ( 13 ) c 、 ~ ( 18 ) o和較高的mn含量,其所經歷的重要溶作用是大氣淡水成作用,發生的時間為表生成階段。
  11. Obtain these chief research achievements. ( 1 ) the method of hydraulic fracturing, kaiser effect experiment and the finite element numerical simulation computation results, the direction of maximum horizontal principal stress intersect the small - angle of tunnel axial line, it is favorable to the stability of tunnel peripheral rock ; according to the test rust of field stress - relief method, at the present time, zhe gu mount tunnel have n ' t access to high crustal stress site, maximum principal stress magnitude is 17mpa ~ 20mpa

    主要獲得以下研究成果: ( 1 )綜合水壓致裂法、室內kaiser效應試驗和有限元數值模擬計算研究成果,最大水平主應力向與隧道洞軸線小角度相交,對隧道圍穩定性有利;根據現場應力除法測試結果,目前鷓鴣山隧道尚未進入高地應力段,最大主應力量級為17mpa 20mpa 。
  12. Based on the study of geologic characteristics, such as mineralogic assembladge, structural and textural features of granite of guidong granitic massif, and by using petrochemical, trace - element and isotopic data, and some petrochemical, trace - element and isotopic diagrams widely applied to the identification of geo tectonic environments, authors recognize that guidong granitic massif was emplaced in post - orogenic collision environment

    摘要本文在研究貴東花崗礦物組合、結構構造等地質特徵的基礎上,運用花崗化學、微量元素和同位素等分析數據,採用目前廣泛應用的幾種化學圖、微量元素和同位素圖法,判別了貴東體形成的構造環境?造山帶后碰撞型。
  13. Inversion analysis of measured displacements is used extensively in geotechnical engineering, structural engineering, information construction, and trauma diagnosis, etc. in this dissertation, parameters identification of original geostress and medium physical property in cavern, slope, tunnel and dam are taken as a cut - in point. macroscale inversion analysis of displacements and numerical solutions of inverse problems of mechanics are researched profoundly. scientific theories of multiscale problems are connected with numerical inversion approaches

    本文以地下洞室、邊坡工程、隧道工程與大壩等領域的初始地應力參數和介質物性參數識別為切入點,對宏觀尺度位移反演分析和力學反演問題數值求法進行了比較深入的研究,並將多尺度問題科學理論和反演數值法聯系起來,初步探討了結構性承載材料(如、骨材料等)的多尺度力學模型及其反演法。
  14. Both fractures and vugs may be closed or partially closed by precipitated calcite or other similar material

    裂縫和穴會被沉澱物或其它類似的物質完仝或部分地封閉。
  15. For dagang oilfield, cements mainly is calcite, other and fills are mud, silicate, pyrite and organic matter, at least there are two or three stages. ( 4 ). after studying of cement stratagraphy, cementation - dissolution diagenesis is divided into four zones : phreatic, vadose, deep mixing and deep convection zones

    從大港探區的實例出發,認為充填物類型除外,泥質充填也較普遍,同時還有硅質、黃鐵礦、有機質等多種充填類型,充填期次至少2一3期; ( 4 )膠結物地層學研究,將膠結溶蝕成作用劃分出四個帶:滲流帶、潛流帶、深部混合帶和深部對流帶。
  16. The near crack line analysis method is used to investigate an eccentric crack loaded by shear forces in a finite plate, and the analytical solution are obtained

    摘要利用裂紋線場法對材料偏心裂紋板受剪應力作用時進行了彈塑性分析,並且獲得了理論
  17. The cathodoluminescence ( cl ) analysis shows the quartz reflects an abundance of brown color, blue - purple, dark blue, dull color, and no cl color for quartz overgrowth, while feldspar shows light blue, yellow - green, yellow - brown, green and brown cl colors. the calcite reflects bright orange - yellow for non - ferroan calcite and dull orange - brown cl colors for ferroan calcite

    陰極發光分析證實,砂英顆粒陰極發光顏色較深,主要位棕色、藍紫色、深藍色,英加大變不發光;長顆粒陰極發光顏色主要位淺藍色、黃綠色、綠色、棕黃色等;無鐵陰極發光顏色為鮮艷桔黃色,鐵陰極發光顏色為暗桔黃色。
  18. The results demonstrate that the pingba red residua is a typical in situ chemical weathering crust, and the material sources of the profile are derived from underlying triassic dolomites, the chemical weathering of dolomite can be divided into two stages : " leaching - accumulating trend " and weathering trend ", the stable teconic and whole weathering of dolomite should be the main reason for the development of thick and consecutive red weathering crust overlying dolomite rock in central guizhou

    結果顯示該剖面是下伏基白雲風化成土並累積的結果,無其他外來物源,是原位風化殼;成土過程具有兩階段模式特徵,即白雲的溶蝕酸不溶物累積和酸不溶物進一步風化兩個階段;長時期的構造穩定和白雲整體溶蝕作用是黔中地區白雲風化殼土層厚度大、分佈連續的主要制約因素。
  19. Calcitic limestone is mainly caco 3 with relatively small amounts of impurities

    ,主要是由caco 3和少量的雜質所形成。
  20. 4. according to lithochemistry properties of volcanics, starting with logging evaluation mechanism, a method of identifying lithology by radioactive logging is set up ; on basis of core analysis data, log response of reservoir petrophysical properties is analyzed, thus providing basis for evaluating reservoir using logging data ; on basis of testing data, combining with log imaging around wells, comprehensive classification criteria of volcanic reservoirs and porosity interpretation model are established. 5

    4 ,根據火山化學特點,從測井評價機理出發,建立了利用放射性測井資料識別性的法;以心分析資料為基礎,分析了儲層物性的測井響應特徵,為利用測井資料評價儲層奠定了基礎;以測試資料為依據,綜合井周成像測井資料,建立了火山儲層的綜合劃分標準及孔隙度釋模型。
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