rock deformation 中文意思是什麼

rock deformation 解釋
巖石變形
  • 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...
  • deformation : 變形,走樣
  1. Fist of all, on the basis of the research of agone boffins, this author investigates the interaction mechanism of bolts and rock, and introduces the elastic ? lastic analytical resolution which is consist of the liner structure, the equivalent reinforced wall rock and the original wall rock in the simple loading from the equivalent well - proportioned view ; this solution is very important meaning for the engineering design. on the basis of coulomb friction model, the author introduces the finite element equation of the contact problem in order to provide the academic foundation for the application of msc. marc. finally, combining the engineering practice of the non - linear analysis of shield tunnel through yellow river of the south - north water transfer and using the model of friction, the author researched the evolution law of stress and displacement field in the structure of grouted rock bolts, and analyzed the effect to the stress and deformation of surrounding rock mass due to anchor supports

    首先，在前人研究成果的基礎上，對錨桿與圍巖的相互作用機理進行研究，利用全長錨固錨桿的中性點理論，從等效均化的角度來考慮錨桿對圍巖的加固作用，並推導了在簡單荷載作用下，含有襯砌、等效加固后的圍巖、原始圍巖三者的彈塑性解析解，對工程設計有著重要的參考意義；在數值模擬方面，以考慮錨固圍巖滿足規則化庫侖摩擦模型為基礎，利用虛功原理推導了接觸問題的有限元方程的計算格式，為開發運用大型商用有限元軟體msc . marc提供了理論根據，也形成了本文的理論基礎：最後，論文以南水北調東線穿黃隧洞穩定性分析項目為工程實例，利用本文所述的接觸問題的摩擦模型理論，對錨桿支護結構的應力場、位移場的變化規律進行了研究，分析了加錨支護對隧洞圍巖應力、變形的影響。
  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. After analyzing deformation of each cirque, with combined cirque method, pressure - bearing ratio of steel lining and rock is obtained in the condition of coincident deformation among each cirque

    並利用變形協調條件，推導出各環變形的解析解，得到鋼襯和圍巖的壓力分擔比。
  4. Deformation mechanism of expansible soft rock and special control technique

    膨脹型軟巖變形機理與特種控制技術
  5. 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、巖石）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 ） ，其構件的布置方式要能遮蔽墜落的物體（如，樹木、巖石等） ，以便對司機提供適當的保護。本課題主要通過了解國內外有關對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方法。
  6. In addition, the notable influence of experimental humidity to the rock deformation indicates that water affects the mechanics character of rock in great degree

    另外，環境濕度對巖石的變形有較大的影響，僅次於總荷載和持續時間，表明水在很大程度上對巖石的物理力學性質產生影響。
  7. Safety analysis and application of rock deformation for high slope

    高邊坡巖體變形安全性分析及其應用
  8. To control deformation of a deep soft rock tunnel, an engineering experiment of unloading blast in high stressed soft rock was carried out at xieqiao coal mine, huainan mining group corp, which improves fully the stress state of surrounding rock mass and controls effectively the amount of rock deformation and its stable time

    摘要為控制深部軟巖巷道的變形，利用爆破卻壓技術，對淮南礦業集團謝橋礦高應力軟巖巷道進行了爆破卸壓工程試驗，充分改變圍巖應力狀態，使巷道的變形量及穩定時間得到了很好的控制。
  9. Site monitoring and analysis reseach on surrounding rock deformation of a biased double - arch tunnel

    偏壓連拱隧道圍巖變形的現場監測與分析研究
  10. Study on soft rock deformation mechanism and control technology in high stress

    高應力軟巖巷道變形破壞機理與控制技術研究
  11. Prediction of nerve network on surrounding rock deformation in yangzong highway tunnel

    陽宗隧道圍巖變形的神經網路技術預測
  12. Improving supporting density to control surrounding rock deformation in deep - buried roadway

    提高支護強度控制深部巷道圍巖變形
  13. Analysis of influence of steel tube pre - reinforced construction on tunnel rock deformation

    鋼管預加固措施對隧洞圍巖變形的影響分析
  14. Monitoring of the surrounding rock deformation and prediction of the stability in the mining district in anqing copper mine

    安慶銅礦采區圍巖監測及穩定性預測
  15. Visco - elastical analysis of surrounding rock deformation of qinling tunnel at great depth and high ground temperature

    秦嶺隧道在深埋高地熱條件下圍巖變形的粘彈性分析
  16. The spot observation research on the surrounding - rock deformation laws of roadway in fully - mechanized sub - level caving mining face

    綜放回採巷道圍巖變形規律的現場實測研究
  17. Analysis of surrounding rock deformation mechanism induced by excavation of super - large cross - section tunnel with different driving method

    不同工法開挖超大斷面隧道引起圍巖變形機理分析
  18. The software system has four important functions that is intelligent classification of wall rock, analysis and forecast of wall rock stress, analysis and forecast of wall rock deformation, and security of wall rock supporting structure distinguish, and it has friendly user interface

    該系統集圍巖類別智能判別、圍巖應力分析與預測、圍巖變形分析與預測和圍巖支護結構安全性判別四大功能於一體，具有友好的用戶界面。
  19. Finally, the dissertation analyze zhu gu mount highway tunnel by the software system from four aspects about intelligent classification of wall rock, discrimination of high crustal stress, analysis of wall rock deformation, and analysis of supporting structures

    最後以鷓鴣山公路隧道為例，從圍巖類別智能判別、高地應力判別、圍巖變形分析和支護結構受力分析四方面應用本系統進行分析，取得了較好的應用效果。
  20. Besides, the numerical simulation of rock failure with 5 different kinds of heterogeneities shows that the macroscopic heterogeneities affected the non - linear behavior of rock deformation and macroscopic strength as will as failure mode obviously

    結果表明，巖石介質結構的宏觀非均勻性不僅對巖樣宏觀強度和宏觀變形非線性行為有顯著的影響，而且也顯著地影響試樣破裂模式。
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