完整巖石 的英文怎麼說

中文拼音 [wánzhěngyándàn]
完整巖石 英文
intact rock
  • : Ⅰ形容詞1 (全部在內; 完整) whole; all; complete 2 (整齊) neat; tidy; orderly Ⅱ動詞1 (整理; 整...
  • : 名詞1. (巖石) rock 2. (巖峰) cliff; crag
  • : 石量詞(容量單位, 十斗為一石) dan, a unit of dry measure for grain (= l00 sheng)
  1. In the past 15 years new opportunities to study the region ' s rock and fossil records have finally enabled investigators to piece together a more complete picture of amazonian history

    過去15年來,由於有新的機會研究該地區及化記錄,終于使研究人員得以拼湊出更的亞馬遜河歷史全貌。
  2. Petrochina group has gradually formed an integrated reach and development system for more than 50 years, and taken the leading in the field of the petroleum science and technology in the world such as geology theory of land, oil and gas and bigger - scale non - equal gritstone oil field development, however, the technology gap is as a whole obvious compared with the overseas bigger - scale oil corporation and technology service corporation ; in addition, the current development & administration system ca n ' t meet the need of the development of the corporation

    中油集團經過50多年的發展,形成了的研究開發體系,在陸相油氣地質理論、大型非均質砂油田開發等多項油科學技術方面居世界領先水平,但總體技術上與國外大油公司和技術服務公司相比還有很大差距,現有研究開發組織管理體系不能滿足公司發展的需要。
  3. In softer sedimentary rocks, the intact material may be relatively weak.

    在比較軟的沉積中,完整巖石的強度可能比較小。
  4. Design department of the group competed independently external appearance and internal decoration design of yuanda center, among which, the design and construction of overhanging steel canopy toped buildings in beijing city. the external wall is composed of high - class granite and glass curtain from brazil, showing splendor of modern building. consisting of steel, glass and stone, the internal decoration incarnates the moving rhyme of 5a grade office building, make it a classic masterpiece in the industry in beijing city

    遠大中心的體外觀和全部內裝修均由我集團設計部獨立成,其中「懸挑式鋼結構雨棚」的設計和施工堪稱北京之最,由巴西的皇室高檔花崗材和玻璃幕組成外墻,體現了建築的雄偉氣勢,而主要由鋼、玻、等現代材料精心搭配構造的內裝則體現了5a寫字樓的現代動感,使之成為北京建築行業中的經典之作。
  5. The main contents of testing the strength of subgrade abamurus using earthquake wave velocity are as follows : the influence of the lithology and strength of flag stones and the shape of block upon wave velocity, the influence of the strength of cement mortar upon earthquake wave velocity, the estimation standards of the strength and completion of abamurus. this paper puts forward an accurate no - destructive testing using the different reflect of elastic wave velocity for abamurus stones, the strength of mortar, the plumpness of mortar and the type of abamurus, on the basis of laboratory tests and field tests. it can be used to accurately distinguish the completion of abamurus

    地震波速法檢測路基擋墻強度,研究的主要內容有:片性和強度及塊體形體對波速的影響;水泥砂漿強度對墻體波速的影響;擋墻體強度和性的評估標準。應用彈性波速度對擋土墻材、砂漿強度、砂漿飽滿度及擋墻類型的不同反映,在室內外模型試驗和現場生產試驗的基礎上,提出了一種正確的無損檢測法,可以正確判別漿砂片擋墻墻身的性。
  6. Discontinuities or weakness planes are those structural features which separate intact rock blocks within a rock mass.

    不連續面或弱面指在體內分割完整巖石的那些構造形跡。
  7. ( s ) weathering and unloading action which are the two main exogenous process is active in epigenetic - surface. so, although one is different with the other, they are associated with each other closely and are cntrolled by geostress and seepage fields. in fact, weak weathered zone corresponds to weak load - off one, strong weathered zone corresponds to strong load - off one in virtue of result of this dissertation. ( 6 ) rock mass is a geologic body which is composed of rock and structural plane. and under the condition of geostress. temperature and seepage fields, correspondingly. studying weathering should pay attation to the aspects of rock, structural plane and fields. according to this. the author subdivises rockmass weathering into rock weathering and structural weathering, ulteriorly, the dissertation studies rockmass weathering from three aspects as follows : ? ock weathering : aberrance degree of mineral and physical mechanical performance of weathered rock ; ? e have already knew that weathering action damage the integrity of rock mass, but few applies it to engineering practice. the dissertation is based on trend o

    本文研究結果為弱卸荷與弱風化大致對應、強卸荷與強風化大致對應; ( 6 )體是由組成它的與缺陷賦存於一定環境場中的地質體,據此本文將體風化細劃為風化與結構面風化,並進而將表徵體風化的指標相應地歸結為三個方面來加以研究並應用於工程實踐,這就是:對于風化,主要為礦物的變異程度與風化的物理力學性能研究:雖已認識到風化作用破壞了性,但將該理論應用於體風化分帶卻不多見,本文即從淺表部位硬性結構面間距、條數、跡長、塊度等隨遠離臨空面的變化規律來研究體風化分帶:不同風化、卸荷程度的體實際處于不同環境場中,彈性波速變化與特定環境場相對應,因而是反映體風化、卸荷的綜合因素。
  8. The main fruits of study are as follows : ( 1 ) a complete stratigraphic framework of middle - upper jurassic series is set up through systematic stratigraphic study of middle - upper jurassic by the analysis of lithostratigraphy, biostratigraphy and chronostratigraphy on five groups of middle - upper jurassic series in the studied area

    主要成果表現在以下五個方面: ( 1 )通過對研究區中?上侏羅統五個組進行地層、生物地層和年代地層分析,系統進行中?上侏羅統地層學研究,建立了研究區中?上侏羅統的地層格架。
  9. It is proved that the stability of rock mass high slope is mostly affected by lots of discontinuous structural faces like joints and faults, etc. it makes the rock mass be different from intact rocks completely in mechanical properties. so it is necessary for us to do some research on the deformation failure mechanism, and accordingly, we should do some research on the evolvement course and evaluation methods of stability about rock mass high slope

    工程實踐證明,節理體高邊坡的穩定性取決于邊坡中的不連續結構面,如節理、裂隙、軟弱面和不同層的分界面,這類結構面的存在使體變形破壞的特性與完整巖石截然不同,因此,有必要加強對節理體高邊坡變形破壞機制的研究及相應的節理體高邊坡穩定性評價方法的研究。
  10. In the company there are many mines, such as blue limestone, shandong grey, rust stone, yellow sand stone, white dot limestone, aga red and etc., which have rich deposit, complete mine body as well as convenient communication

    擁有天青、魯灰、銹、黃砂、雪花青、將軍紅等多座礦山,儲量豐富,礦體,交通便利。
  11. Standard test method for direct tensile strength of intact rock core specimens

    完整巖石芯樣的直接抗拉強度的標準試驗方法
  12. In this paper the friction piles are used in zipingpu multi - purpose dam construction project, the spillway in the side slope is covered with overburden, the horizontal area is from sp. 0 + 200m to sp. 0 + 280m, the elevation is about from el. 810m to el. 950m, there is hard and integral rock under the overburden, which provides enough anchor ability, and it ' s requirement to set the friction pile at the appropriate place ; in order to improve the slope stability that suitable excavation or weeding off the disadvantage load on the landslide are good measures, for the scarp it ' s better to reduce the slope

    摘要紫坪鋪水利樞紐工程溢洪道樁號0 + 200 ~ 0 + 280 、高程810 ~ 950m范圍的內側邊坡為覆蓋層邊坡,坡體下部有較為堅硬的,具備提供足夠錨固力的條件,在適當的位置可以考慮設置抗滑樁,再通過適量的開挖提高邊坡穩定性,或將滑坡體上部不利於穩定的荷載挖除,對于陡坡的坡面可以將坡削緩,則效果會更好。
  13. Take number one ringed mountain as an example, the typical and intact meteorite crater are formed by kilometers mountains as center, the granite eggs spread on and inside the mountains, this area connects the plainly opened land, and stretches to other ringed mountains nearby

    以一號環形山為例,典型而的隕坑是由若干平方公里的山體組成中心區,山上和山體內分佈著花崗蛋,該區連接著平緩的開闊地帶一直延伸到周邊的環形山。
  14. This paper, based on collecting many empirical determinations of strength parameter for jointed rock masses all over the world, puts forward the improved empirical determination of strength parameters, that is to say, " size effect reduction factor " and " jointed rock reduction factor " of the intact rock specimen for the study on jointed rock mass strength parameter, and applies to the a typical location of the dam, which proves that this methodology is feasible and rational, and a new way for study of strength parameter in jointed rock masses is established

    在大量收集國內外節理體強度參數經驗確定方法的基礎之上,提出了改進的節理體強度參數經驗的確定方法,即對完整巖石進行「尺寸效應折減」與「節理化折減」的二次折減法,並應用於某壩址區工程實例中,所得的計算值與現場實測抗壓強度值接近,較以往的經驗確定方法更加準確,證明了節理體強度的降低是尺寸效應與節理化綜合作用的結果,為節理體強度參數的研究提供了一條新的思路。
  15. Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures

    在變化的應力和溫度下完整巖石芯樣品抗壓強度和彈性模量的標準試驗方法
  16. Major support for this view comes from the apparent absence of any intact rocks older than four billion years ? and from the first fossilized signs of life, which are much younger still

    支持上述論點的主要有兩項觀察與推斷:找不到40億年前就生成的完整巖石,而由化得到最早的生命跡象,也比地球本身年輕許多。
  17. The main factors have been determined to be the depth and width of hole, the strength of surrounding rock, the types of detonator, the decoupling coefficient, burden and unit consumption form what has been discussed, the author make use of those major factors as standard of affection and studied bp neural networks " work principle, structure and defectiveness. a model of modified bp neural networks has been used to built model in order to identify selection and optimize of blasting in rock anchor beam. triumphant parameter design of blasting were selected as a example, in order to perform network of parameter design

    確定以炸藥類型、最小抵抗線、孔深、炮眼間距、不耦合系數、線裝藥量、強度和度為主要影響因素;把改進的bp演算法應用在爆破參數優化設計中,建立以炸藥類型、最小抵抗線、炮孔深度、炮眼間距、線裝藥量、不耦合系數、強度和度為主要影響指標,選擇45例國內外成功的爆破參數設計實例為樣本,利用bp神經網路進行爆破參數優化設計,並通過現場保護層和臺修面爆破試驗以及對其松動圈范圍進行聲波測試,其測試結果最優的爆破方案其松動圈最小,這與神經網路進行參數優化設計的爆破方案相吻合。
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