mass of dam 中文意思是什麼

mass of dam 解釋
壩體
  • mass : n 彌撒；彌撒的儀式[禱告、音樂]；彌撒曲。 a high [solemn] Mass （有燒香、奏樂等的）大彌撒。 a low ...
  • of : OF ＝Old French 古法語。
  • dam : n 1 水閘，壩，堰。2 壩中的水。3 【礦物】坑道堰。4 （牙科用的）橡皮障。5 〈比喻〉障礙。vt 1 築水閘...
  1. After long - term synthetic action of these factors, the complicated rock mass in the right dam foundation come into being. the adjoining rock engineering geological classification of water - conservancy and hydraulic - power project reconnaissance code ( gb50287 - 99 ), geomechanic system ( bieniawski, 1973 ), rock mass quality index z ( xiaowang, 1995 ), artificial neural network and field classification were used in the rock mass quality classification

    本文採用水利水電工程地質勘察規范（ gb50287 - 99 ）的圍巖工程地質分類、巖體rmr分類（ bieniawski ， 1973 ） 、巖體質量指數z分級（小灣， 1995 ）以及人工神經網路分類，對壩區巖體按其基本指標作出定量化評分、分級。
  2. When the rock mass of dam abutment is enclosed by faults, joint fissures and bedding planes, it is necessary to carry out holistic anti - slide stability analysis in order to make the abutment withstand potential slide

    摘要當拱? ?肩巖體為斷層、節理裂隙、層面等結構面所圍成，有可能產生滑移時，就應進行整體抗滑穩定分析。
  3. The mechanical genesis of the complicated rock mass is because several times of tectonism in pro - period made the structure of rock mass in the right dam foundation damaged seriously and rock mass alteration made its mechanical character more anisotropy. after that the fractures in the right dam foundation slope were stretched at the beginning of the quaternary period because in the period yakouhoushan mountain quaquaversal dome was blowups quickly. at the same time, the valley trenching of lancang river reach to 800 - 1000 meter in altitude at the right bank in nuozadu dam site

    導致右岸巖體復雜化的成因是，右岸巖體在早期遭受了多期構造作用和巖體蝕變的基礎上，第四紀早期丫口後山穹隆的快速隆起與當時河谷下切至800m 1000m高程這一特殊因素組合引起了右岸巖體沿原有的斷裂（裂隙）張開，使地下水等風化營力能夠到達坡體較深部位，經過長期的風化卸荷作用，形成了右岸復雜巖體。
  4. ( 3 ) ensemble character of structural planes as follows : in left dam abutment, meta basalt schistosity is main, and the structure is clockwise. low dip angle jointing did n ' t develop in rock mass ; in right dam abutment, rupture and jointing structural plane is main, and the structure is reversed. the structure was of obvious macroscopical slaty character

    （ 3 ）通過對上述結構面的分析，得出其總體特徵為：左壩肩以變玄武巖片理為主體，呈順向結構，巖體內緩傾角節理極不發育；右壩肩主要為斷裂及節理型結構面，呈反向結構，且具有明顯的宏觀板狀結構特徵，並發育有一定厚度的構造軟巖帶。
  5. Past investigation found the rock in the right dam foundation composing of granite ( _ 4 ~ 3 _ 5 ~ 1 ) in dyas - trias, which has a very complicated mechanical environment. the complicated phenomenon is as follows : tectonism, alteration, rock mass demobilize, rock mass stress release and other factors. because of this several weakness rock zones and a loosen rock mass zone are develop in the right dam foundation

    前期的調查表明其右岸巖體力學環境復雜，表現為：構成右岸壩基（肩）巖體主體的二迭三迭紀花崗巖（ _ 4 ~ 3 _ 5 ~ 1 ）受構造變動、蝕變、風化卸荷等因素的影響形成了壩基軟弱巖帶和壩肩上部卸荷鬆弛巖體。
  6. Wave velocity characteristics of dynamo - relaxed rock mass at site of daliushu dam

    大柳樹壩址松動巖體波速特徵研究
  7. ( 4 ) rock mass of dam abutment had very complicated distortion in right bank of xia luo - yu damsite

    （ 4 ）下落魚壩址右岸壩肩巖體具有極為復雜的變形問題。
  8. The engineering reaction analysis is divided stability analysis of high rock slope and deformation and skidresistance of rock mass on dam abutment

    工程效應分析分成高邊坡穩定性分析和壩肩變形及抗滑穩定性分析。
  9. Hereby, at the beginning of geology research and theory analysis, the control effect of rock mass structure to rock mass shape distortion and failure of dam abutment has been threw light on

    據此，從地質研究和理論分析著手，闡明了巖體結構對壩肩巖體變形破壞的控制效應。
  10. 3d numerical simulation of impact of key fault and fault enhancement on foundation rock mass of guangzhao high gravity dam

    光照重力壩壩基斷層影響及處理的三維數值模擬
  11. The research progressing as follows : ( l ) basic developmental character and engineering control effect of continuous macrostructure plane ( i and ii level ) of dam abutment has been systemically studied. and this kind of structural plane took important effect to appraise rock mass distortion and failure and stability

    論文研究進展主要有以下幾方面： （ 1 ）系統研究了壩肩宏觀貫通性結構面（分類中的及級）發育的基本特徵以及它們的工程式控制制效應，闡明了該類貫通性結構面對壩肩巖體變形破壞及巖體穩定性評價起主導作用。
  12. ( 2 ) statistical character and engineering control effect of short and intermittent structural plane ( iiia and iiib level ) of dam abutment has been systemically studied. and this kind of structural plane took important effect to appraise whether latent discrete boundary of massif could be formed and rock mass quality

    （ 2 ）系統研究了壩肩短小、斷續性結構面（分類中的_ a類和_ b ）的統計特徵及其工程式控制制效應，闡明了此類結構面對能否構成壩肩巖體塊體的潛在分離邊界以及對巖體質量的評價起著重要作用。
  13. Chapter four explores traditional mode of water conservancy machinery manufactory and both the cons and pros, devises the framework for mass customization of water conservancy machinery upon the case study of " mass mobile dam ". chapter five concludes whole dissertation to present newly established viewpoints while pointing out flaws in this dissertation with preliminary scenarios and planning on how mode of mass customization ean be implemented in water conservancy project

    第五章對全文進行總結，並在總結的驀礎上，歸納出論文的創新點，同時，也指出論文存在的不足之處，並對大規模定製（就）模式在水利機械中的工程應用提出了進一步研究的初步設想和展望。
  14. Based on selective learning of data mining and analysis of characteristics of data or information in rock mechanics and engineering, some data mining algorithm models are applied to analysis problems of rock engineering and the research is combined with practical engineering projects. relevance analysis to slope rock rheological test, rock mass quality assessment of dam foundation rock mass and displacement time series forecasting analysis to underground opening are performed by using data mining technique in this paper

    本文在較全面的探討現有數據挖掘技術以及分析了巖體工程有關數據和信息特點基礎上，結合具體工程問題，基於數據挖掘技術進行了邊坡巖體流變試驗成果的相關性分析、壩基巖體的巖體質量評價分級研究和地下洞室監測位移序列時序預測分析。
  15. Abstract : by means of shaking - table test, the static and dynamic properties of high rockfill dams constructed on deep overburdens are researched ; the reasonability and correctness of the mathematical and mechanical models developed and employed in the numerical analysis, which simulate the interaction of dam mass - foundation, are proved

    文摘:通過振動臺試驗研究，探討了修建在深覆蓋層上的高堆石壩動力工作性態；驗證了數值分析時建立的考慮壩體-地基相互作用的數學、力學模型的正確性。
  16. On the basis of a large number of field geology investigation, the theory on engineering stratification was applied to analyze and study systemically rock mass structural surface of dam abutment, and further throw light on overall character of rock mass structure. by setting up definite structural level model and statistical model, and analyzing further numerical simulation of finite element, the action of rock mass stress and shape distortion has been recognized and apprehended in depth

    本論文以現場地質調查為基礎，應用系統工程層次性理論，對壩肩巖體結構面進行了系統的分析研究，闡明了壩肩巖體結構的總體特徵，建立了壩肩巖體結構的確定性層次模型和統計模型，通過進一步的有限元數值模擬分析，深化對巖體應力形變作用的認識與理解。
  17. Multifractal for structural planes in rock mass of dam site area of yujianhe reservoir, guiyang

    貴陽魚簡河水庫壩址區巖體結構面的多重分形
  18. Based on study above, the deformation and failure character of rock mass of dam abutment has been analyzed by 2d finite element method. and the distinct recognition on stability of rock mass has been got

    在以上研究的基礎上，應用二維有限元分析技術，分析了壩肩巖體的變形破壞特徵，從而對巖體穩定性狀況得出更為明晰的認識。
  19. Basing on the abundant statistic and testing data of xiluodu hydroelectric project, the spatial characters of rock mass structure and quality in dam foundation are detailed studied. some progress is made in the following aspects : quantification of rock mass structure indexes, quantized quality classification of dam foundation rock mass, establishment of spatial database of rock mass quality indices and the diagrammatic representation of rock mass quality

    本文結合溪洛渡水電工程，以豐富的統計、測試資料為基礎，以巖體結構為主線，深入研究了壩基巖體結構、巖體質量的空間變化特徵，在巖體結構分類指標定量化、壩基巖體質量量化分級及巖體質量指標空間數據庫的建立、巖體質量圖形展示技術方面取得了一定的進展。
  20. To characteristic of dam construction period, viscoelastic finite model of dam and foundation rock mass during construction period is analysis. based on field theory, method of founding dam safety monitoring tune - spatial distribution model during construction period is discussed, including statistic time - spatial distribution model, deterministic time - spatial distribution model and hybrid time - spatial distribution model. furthermore, neural network model, which has better nonlinear mapping capability, is studied and founded

    （ 3 ）針對大壩施工期的特點，研究了壩體和基巖施工期粘彈性有限元分析模型；基於場論理論，探討了建立施工期大壩安全監控時空分佈模型（統計時空分佈模型、確定性時空分佈模型和混合時空分佈模型）的方法；同時，研究並建立了具有較強非線性映射能力的神經網路模型。
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