bedding rock 中文意思是什麼

bedding rock 解釋
基巖
  • bedding : n. 1. 寢具，床上用品。2. （家畜的）墊草。3. 基底；【建築】基坑；【地質學；地理學】層里；【農業】定植。
  • rock : n 1 巖，巖石，磐石，巖壁；卵石；〈常 pl 〉〈美口〉石子兒；暗礁，巖礁。2 〈the R 〉直布羅陀 （Gibr...
  1. 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。
  2. Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project

    巖體結構，特別是軟弱結構面對基巖斜坡變形與破壞具有顯著的控製作用，巖體結構模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖層層面斷裂構造節理裂隙片理與劈理以及侵入體和圍巖的接觸帶等是控制基巖斜坡穩定的軟弱結構面，這些成因不同大小不一的結構面將巖體分割成性質各異力學強度不均的各種巖體結構體，構成了15種基巖斜坡變形破壞的巖體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。
  3. Study on critical length for bedding rock slope

    順層巖質邊坡臨界坡長求解研究
  4. Bedding is the most important structural feature of sedimentary rock.

    層理是沉積巖最主要的構造特徵。
  5. Stratified rock slope mainly develops a group of alternative stratified joint. according to the angle ' s relation of joint and slope, it can be divided into three parts : horizontal, reversal incline and bedding slope

    根據結構面與坡面的相互關系，層狀巖質邊坡可分為水平坡、順向坡、反向坡等基本類型。
  6. Simulation analysis of elastoplastic fem for stability of bedding rock cutting slope

    順層巖體路塹邊坡穩定性的彈塑性有限元模擬分析
  7. Critical height analysis for bedding rock slopes using the upper - bound method of limit analysis

    層狀巖質邊坡臨界高度極限分析上限解
  8. A model for calculation of internal force of micropile system to reinforce bedding rock slope

    微型樁體系加固順層巖質邊坡的內力計算模式
  9. Initial post - buckling behavior and imperfection sensitivity for side slope with bedding rock mass

    順層邊坡巖體初始后屈曲性態及其缺陷敏感性
  10. Tiger skull cliff scenic area, ( the mountains of many nudity rock bedding ). so near is observe tower ridge [ alias candle ridge, about 536 metres above sea - level, of northwestern tiger skull cliff ( distance about 2. 5 kilometres / 8200 ft. ) and eight kilometres from southeastern tea village ], blame ridge ( about 644 metres above sea - level, of 3 km - northeastern tea village, at lift of the picture / north ) between the two ridge

    遠眺虎頭崖景區（最遠處山體有大片裸露巖層的山脈） ，再近一點的山嶺是塔祝嶺（俗稱蠟燭嶺，海拔536米在虎頭崖西北2 . 5千米，茶莊東南約8千米） ，兩嶺之間夾著的是埋怨嶺（茶莊東北約3千米，海拔664米，圖中偏左，北向） 。
  11. At first, the mechanical model of joint is discussed, and the constitutive relation of the rough joint, especially the bolt - supported joint, is given. then bedding slide of bedding stratified rock slope is studied adopting limit equilibrium method, and a formula of stability is brought forward. at last, the bedding stratified rock slope ' s buckling deformation and failure mechanism and its evaluating method of stability is investigated, a corresponding mechanics model is established, then detail research to this failure mode is made in theory combining the energy law and elastic stability theory of plate and beam, and an analytical solution of the yielding curve is educed from this model

    文中首先對結構面的力學模型進行了一定的探討，提出了粗糙結構面尤其是加錨結構面的本構關系；然後採用極限平衡法，研究了順向層狀巖質邊坡的順層滑動失穩，提出了其穩定性計算公式；最後，結合能量定律和彈性板梁穩定理論，探討了工程中常見的順向層狀巖體邊坡潰屈失穩時的破壞機理、變形規律和穩定性定量評價方法，建立了相應的力學模型，求出了其相應的解析解，並提出了臨界坡長與最大彎曲位置的確定方法。
  12. Experimental results indicate that the sealing capacity of bedding faults is so high that it greatly enhances that of its original rock

    我們的數據證實，順層斷層具有較強的封閉能力，將大大地增強原巖層的封堵能力。
  13. Therefore, this paper makes a research of the stability of bedding stratified rock slope

    本文主要對順向層狀巖質邊坡的變形破壞機理與穩定性進行研究。
  14. A theory of evaluating the stability of bedding stratified rock slope is preliminary established by this research, which will make a contribution to further understand of its failure mechanism, improve feasibility and reliability of its analysis method, provide the fundamental theory on this slope ' s prevention and cure

    通過本項研究工作，初步建立了一套評價順傾向層狀巖質邊坡穩定性的理論體系，有助於增進對該類邊坡失穩機理的認識，提高其穩定性計算分析方法的可行性與可靠度，對該類邊坡的治理奠定了一定的理論基礎。
  15. At last, the fnn is used for forecasting bedding rock slope ' s stability, and the fnn ' s bedding rock slope forecasting system is set up which is successfully applied in wanliang speedway slope engineers

    最後文中將典型的邊坡工程實例作為樣本供網路（ fnn ）系統的學習，然後成功地將順層邊坡穩定性神經網路預測系統應用於萬梁高速公路邊坡工程中。
  16. Based on the destruct features of bedding - slope in carbonate rock regional during expressway constructing, some prevention measures on geological disaster of the bedding rock slope is introduced from the survey and design and construction organizations and so on

    根據碳酸鹽巖地區高速公路順層巖石邊坡的破壞特徵，從勘察設計及施工組織等方面介紹了順層巖石邊坡地質災害的防治對策。
  17. The bedding rock slope ' s instability is one of the most important slope ' s instabilitiy, so it is necessary to lucubrate it. based on synthesizing and analyzing the slope engineering studies all over the world, this thesis studies the bedding rock slope ' s stability and its forecast

    邊坡穩定性分析和治理是邊坡工程研究的核心問題，本論文以順層邊坡穩定性分析、預測及應用為研究對象，在綜合分析國內外邊坡工程研究的基礎上，應用系統工程、信息工程、神經網路、計算機技術等現代科學技術對這一問題進行了研究。
  18. At first it analyzes the bedding rock slope ' s bedded rock and its incontinuity face, and studies the stress, strain, stability ' s condition of the bedding rock slope, fully considering the cohesive force of rock layer and incontinuity face. geologic mechanics models of two types of bedding rock slope are set up, the instability coefficient of bedding rock slope under different mechanical parameters is computed, and the conclusion that the stability of bedding rock slope is relation to rock layerer, cohesive force of incontinuity face, inner friction angle and rock layer obliquity has been gotten. based on the above discussion, the thesis comes down the influence of rock layer and the incontinuity face on the bedding rock slope to incontinuity face ' s influence factors, and discusses other factors that influence the bedding rock slope ' s stability, so gains the evaluating and forecasting index marks

    本文首先對順層邊坡的層狀巖體及其中的層理面和不連續面進行了分析，對其應力應變進行了研究，得出了順層邊坡的穩定性不僅與巖體中巖石的強度有關，還與巖體中層理面及不連續面的內聚力、內摩擦角及其傾角有關；論文建立了層理面和節理面的地質力學模型，討論了其力學參數變化對邊坡穩定性的影響，並在此基礎上將層理面和節理面歸納為順層邊坡穩定性的結構面影響因素，同時討論了影響順層邊坡穩定性的其他因素，從而得出順層邊坡穩定性的評價預測指標。
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