程巖 的英文怎麼說

中文拼音 [chéngyán]
程巖 英文
cheng yan
  • 程 : 名詞1 （規章; 法式） rule; regulation 2 （進度; 程序） order; procedure 3 （路途; 一段路） journe...
  • 巖 : 名詞1. （巖石） rock 2. （巖峰） cliff; crag
  1. Formation causal analysis and foundation strength discussion on dissoluble soft intercalation in rock foundation of a project

    某工程巖石地基中溶蝕軟弱夾層形成原因分析及地基強度探討
  2. Based on seismic wave method, borehole acoustic method and indoor rock mechanics test, the dynamic and static parameters of the foundation rock for the toe slab of the concrete face rockfill dam for shuibuya hydropower station are tested, and then the relationship among the rock quality, dynamic parameter and static parameter are established with the parameters obtained from the test, furthermore, the classification and the quality evaluation are made as well

    摘要採用地震波法、鉆孔聲波法以及室內巖石力學試驗法，對水布埡水電站面板壩趾板建基巖體進行了動、靜參數測試，並根據所獲的參數建立了巖體質量、巖體動力學和靜力學參數三者之間的相關關系，對工程巖體進行了質量分級和質量評價。
  3. And some ancillary equipment such as : dosing units, feeding systems etc., they allow to operate in the most different job - site conditions : from large tunnels to small caverns and mining, from swimming pools construction to large channels maintenance

    另外還有一些輔助設備，如測量設備，上料設備等。該類機器被廣泛使用到礦山鐵公路隧道水電工程巖土工程地下建築地鐵和市政基礎設施建設中。
  4. The same methods are applied to rock mass quality assessment of the shuibuya project dam foundation rock mass, and the rock mass fit for dam foundation is selected

    在此基礎上應用該方法對清江水布埡水電工程壩基趾板巖體進行工程巖體質量分級。
  5. Excavation disturbed zone of deep cutting rock slopes and mechanics behaviour of engineering rock mass

    深挖巖質邊坡開挖擾動區與工程巖體力學性狀研究
  6. Development of object - oriented 3d visual modeling system for engineering rockmass

    工程巖體三維可視化構模系統的開發
  7. Study on processing method of drilling data for three - dimensional modeling of engineering rock mass

    工程巖體三維構模中鉆孔數據處理方法
  8. For example, frp reinforced concrete is used to support or surround magnetic resonance imaging ( mri ) medical equipment, and frp is also used for the constructions of some seawalls, industrial roof decks, base pads for electrical and reactor equipment, anchor in rock and ground engineering and concrete floor slabs in aggressive chemical environments in order to promote the wide usage of frp and frp reinforced concrete structures, financed cooperatively by nationa l natural science foundation ( item : the research on mechanical performance of frp reinforced concrete beam reinforced ; number : 59978046 ) and henan illustrious youth science foundation, connected with the analysis methods of modern steel reinforced concrete structure, the thesis further studies the flexural performance of frp reinforced concrete beam through the systematic study on experimental data got from this kind of beams, systematically establishes the theoretical calculating system of the flexural performance of frp reinforced concrete beam in cooperation with the up - to - date analytical methods for reinforced concrete, which suits the properties of frp

    例如，纖維增強塑料筋應用於支撐和圍繞磁共振成像醫療設備的混凝土中及海堤、工業頂棚、電設備、反應設備的基座、巖土工程中的錨桿、侵蝕性環境的混凝土結構等海洋工程、橋梁工程、路面工程、巖土工程、醫療及化工工程的建設。為了推動纖維增強塑料筋及其混凝土結構在工程中的廣泛應用，本文在國家自然科學基金（項目名稱：纖維增強塑料筋混凝土梁力學性能的研究；編號： 59978046 ）和河南省傑出青年基金的資助下，通過對纖維增強塑料筋混凝土梁正截面受彎性能試驗數據的系統分析，結合現代鋼筋混凝土結構學的分析方法，對纖維增強塑料筋混凝土梁正截面受彎性能進行了深入的研究，較系統的建立了適合於纖維增強塑料筋特點的纖維增強塑料筋混凝土梁正截面受彎性能的理論計算體系。
  9. The classification of the surrounding rock divides the rock in the respect of quantitative classification and gets the qualitative gradation of the engineering rocks by correction of underground water, correction of weak structural plane and correction of original stress field

    圍巖分級主要從定量分級的角度對圍巖等級進行劃分，並通過地下水修正，軟弱結構面修正和初始應力場修正，得到修正後的工程巖體質量等級。
  10. Standard for tests method of engineering rock massas

    工程巖體試驗方法標準
  11. Standard for test methods of engineering rock masses

    工程巖體試驗方法標準
  12. Evaluating of geotechnical engineering of anju engineering in harbin power station group liushun street

    哈爾濱電站集團六順街安居工程巖土工程評價
  13. ( 2 ) making use of some measure methods of field and indoor, the geostress status in the engineering rockmass has been ascertained and the systematic recognition of the geostress field in the area has been attained : the direction of a l in the area is n50 ? ~ 86 ? w, and the included angle between the direction of o, and the horizontal surface is 25 - 45 ? on the whole

    （ 2 ）通過現場和室內測試，查明了工程區巖體的空間應力狀態，獲得了整個隧道工程巖體內地應力的空間發育分佈規律的系統認識。研究表明，本區最大主應力_ 1的（水平投影）方向為n50 ? 86 w ，與水平面的夾角總體上介於25 - 45之間。
  14. Wang sijing ( ed. ) （ 1986 ） engineering geological problems in asia. bejing : science press

    王思敬等著（ 1984 ）地下工程巖體穩定分析。北京：科學出版社。
  15. Research on application of support vector regression algorithm to engineering rock mass classification

    工程巖體的支持向量機分類研究
  16. At the meantime, the rock mass may alternate between loading and unloading and it exists in certain kind of liquid, such as surface water, unconfined water, confined water etc for its intrinsic crannies. the practical rock mass concerned project must solve the key stability pr oblem after the understanding of the complicated mechanical characteristic and the deformation trends to guide the following project design and construction for the demand of security, economy, feasibility and validity. however, the intrinsic nonlinearness and complexity of the engineering rock mass become the main difficulty to predict the stability and deformation, the corresponding structure design must ensure enough safety with all the determinate or random force combination, so a model without the geometry distortion and constitutive equation warp is necessary to be built for the quantificational analysis of practical structure ' s stress, for the simulation of the real process and for the determinate evaluation system and optimization

    由於實際工程巖體其固有的非線性和復雜性，使得求解對應的諸如其穩定性、變形等問題面臨較大的困難，而有關的工程結構的設計必須保證該結構在外來因素的作用下具有足夠的安全度、經濟性和合理性，這必然要求對巖體及其工程結構的受力與變形有一套量化評判體系和優化技術，抓住實際工程問題的本質特徵並建立可行的符合幾何模擬、本構模擬、受力模擬、過程模擬四原則的求解模型，通過該模型的數值模擬成果來指導巖體工程的設計、施工及運營、管理；而巖體結構面的存在使得基於傳統連續介質力學理論的理論分析和數值模擬面臨巨大的挑戰，物理模擬的試驗周期和成本也大大增加，而巖土體工程問題則成為典型的數據有限、了解程度有限類問題，這類問題的解決需要綜合應用理論分析、經驗判斷、物理模擬和數值模擬等方法，數值模擬可以完成目前許多技術手段無法完成的實驗，如參數控制，復雜條件下的邊界條件的處理，同時數值模擬具有高可重復性，且數值模擬的成本和人力開銷等遠低於物理模擬，因此研究巖土體工程問題的流形元數值模擬方法是一項具有理論和實際工程應用價值的重要課題。
  17. Specifications for rock tests in water conservancy and hydroelectric engineering

    水利水電工程巖石試驗規程
  18. Research shows that four factors have great influence on the formation of complex rock mass. first, rock mass subjected six times of tectonic movement during long period of geo - history, each tectonic movement produced fractures and associated joints corresponding to the orientation of maximum principal stress and deteriorated the properties of fractures formed at former period ( s ). second, down - cutting of langcangjiang river produced unloading fractures

    採用了四種巖體質量分級評價方案對研究區巖體質量進行了研究，這四種方案包括：工程巖體分級標準（ gb50218 - 94 ） 、水利水電圍巖工程地質分類（ gb50267 ? 99 ） 、巖體rmr分類（ bieniawski ， 1973 ） 、巖體質量指數z分級（小灣， 1995 ） 。
  19. Standard for engineering classification of rock masses ( gb50218 - 94 ), the rock engineering geological classification of code for water resources and hydropower engineering geological investigation ( gb50267 - 99 ), rock mass rating system ( bieniawski, 1973 ) and q - system were used in the rock mass quality classification. a evaluate system relative to the rock mass mechanism of the left bank rock mass was achieved finally

    採用工程巖體分級標準（ gb50218 - 94 ） 、水利水電圍巖工程地質分類（ gb50267 - 99 ） 、巖體地質力學rmr分類及巖體質量指標q系統圍巖分類，對左岸地下洞室區圍巖按其基本指標作出定量化評分、分級。
  20. Standard for method of rock tests

    工程巖體試驗方法標準
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