rock slide 中文意思是什麼

rock slide 解釋
【地質學；地理學】巖滑，塌方。

  • 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...
  • slide : vi （slid; slid 〈美國〉 slidden;sliding）1 滑；（在雪或冰上）滑動；滑倒，滑掉。2 改變位置，脫離...
  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. Landslide is a geological hazard with serious losses. it is very important to research the controling methods. slide - resistant pile, which has many advantages such as high adaptability, little interference to landslide and geological environment, short construction time, high silde resistance, is a main method to control landslide. pneumatic down - the - hole hammer is a drilling method with many advantages. its features, such as wide application range, high hole quality, no circulating medium, low operation regulations, and drilling big diameter rock hole, fit to construct slide - resistant pile. according to the requirement of silde - resistant pile construction, this paper analyses feasibility that pneumatic dth hammer drilling applies to construct slide - resistant pile on the basis of introducing the features of pneumatic dth hammer. then an applied example is given

    滑坡是一種危害極大的地質災害，它的整治方法研究具有重要意義.抗滑樁是一種適應性強、對滑坡穩定性和地質環境干擾小、工期短、抗滑能力強的滑坡整治方法.風動潛孔錘鉆進是一種具有許多優點的鉆進方法，它的許多特點，如成孔質量高、應用范圍廣、無液體循環介質、鉆進規程參數小、可實現大直徑基巖鉆孔等都適合於抗滑樁施工.文章在介紹風動潛孔錘鉆進特點的基礎上，根據抗滑樁施工要求，分析了風動潛孔錘用於抗滑樁施工的可行性，並舉出了其應用實例
  3. The new applications of survey are described in the fields of indicating underground advance, seeking out lossed ore deposit, discovering neotype deposit for detecting the gold deposit ; determining productive aquifer for looking for groundwater ; discovering fracturation zone controlling crop out of hot spring for developing the hot spring, and locating the position of ancient rock slide for prospecting the earth slide

    摘要綜述了應用輕便測量技術在地礦及地下水尋找等方面的一些新應用，例如：在金礦勘探中指導坑道掘進，找到了被遺漏的礦體，發現了新的礦化類型；在地下水尋找中，確定了富水層位；在溫泉開發中，探明了控制溫泉出露的斷裂帶；在滑坡研究中，確定了古滑坡的具體位置。
  4. Five others, three americans and two tanzanians, were injured in the rock slide close to arrow glacier base camp on wednesday, said james wakibara, chief warden at mount kilimanjaro park

    除這3人死亡之外，還有5人受傷。這不幸的事件發生在一個名為箭冰川探險隊的營地附近。
  5. Calculation of internal force of embeded anti - slide pile in high rock slope

    巖石高邊坡埋入式抗滑樁的內力計算
  6. Besides experiments, the present domestic and abroad study on anti - slide pile is mainly analysis by traditional cantilever beam method, foundation coefficient method and elastic mechanic method. on the basis of previous studies, this paper carries out a research on relevant design and calculation theory about anti - slide piles, comprising the interaction between anti - slide piles and rock and soil of side slopes, the soil arching model of anti - slide piles and the internal stress calculation method of prestressed anchor cables

    目前國內外對抗滑樁的研究，除試驗研究外，主要採用傳統的懸臂梁法、地基系數法及彈性力學方法來進行分析。本文在前人的研究基礎上，通過對抗滑樁相關設計計算理論進行研究，包括抗滑樁與邊坡巖土體的相互作用，抗滑樁的土拱效應模型以及抗滑樁預應力錨索的內力計算方法進行分析。
  7. Based on the collected data of mud rock flow in combination with rainfall condition, the author puts forward the early warning precipitation and range for slope mud rock flow, slide mud rock flow and gully mud rock flow and countermeasures

    根據大苗山已經收集到的泥石流資料，結合降雨情況，提出坡面泥石流、滑坡泥石流和溝谷泥石流預警雨量和預警范圍、治理措施。
  8. Through these studies and analysis, following conclusions could be drawn : ( 1 ) it is necessary to study on harness engineering of landslide and dangerous rock since the main representations of this geological hazard are landslide and dangerous rock through geological investigation ; ( 2 ) it can be concluded though stability analysis that the dingzhuang landslide is stable naturally, which is identical to the in - situ investigation ; ( 3 ) through stability analysis, the landslide would slide if the water level dropped down from 175. 10m to 156. 0m and it rained successively after the three gorges reservoir work. ( 4 ) according to the results of calculation and the characteristic of the landslide, it is suggested that such measures as unloading at upper part, anchorage and pile supporting system and drainage system should be used on the landslide. ( 5 ) according to geological investigation, there are three kinds of dangerous rock in the engineering, those are failing - down rock, collapsing rock and sliding rock

    因此有必要對滑坡進行治理； （ 4 ）根據滑坡推力計算結果和本滑坡屬牽引式滑坡的特點，滑坡體上部相對較穩定，中下部處于基本穩定或不穩定狀態，因此建議此滑坡治理採用上部削坡減載與錨拉抗滑樁、擋墻進行支擋結合的處理方法，同時結合截排水等措施進行綜合治理； （ 5 ）根據地勘資料，通過對危巖體的形態、規模、基座和底界層及分佈特點和分析，將本工程危巖體失穩崩塌的方式歸納為墜落式、傾倒式和滑塌式三種類型並分別提出相應的穩定性計算方法； （ 6 ）分別對本工程中的危巖體進行了穩定性計算，並且發現其都處于不穩定狀態，因此根據實際情況分別提出相應襯砌支撐和清理等加固治理措施，最後還對加固后的危巖體進行了校核計算，滿足要求。
  9. An approach to the slide mode of slope rock mass while exploited with the combination of open - pit and underground mining

    地下與露天聯合開采邊坡巖體滑移模式的探討
  10. 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。
  11. Based ongeological condition and mechanics propertie s of open - pit footwall slope rock in xinqiaopyrite mine, the stopes stability is analysed by calculation of double slide face typefailure mode with limit equ ilibrium theory

    基於對新橋礦露採下盤邊坡的地質概況和巖石物理力學性質分析，採用極限平衡理論，通過雙滑面型破壞模式的計算，對邊坡作了穩定性分析。
  12. Along with adult ' s joining, the movement project expands greatly, now had the rock climbing, the mountain glide, the turbulent current skin raft, the surfing, jump jump extremely, the slide ( skidding of the wheels, small wheeler ) u to jump on land and the aquatic sports project and so on match and block steeple race

    隨著成人的加入，運動項目大大地擴展，現在已有攀巖、高山滑翔、激流皮劃艇、沖浪、蹦極跳、滑板（輪滑、小輪車）的u臺跳躍賽和街區障礙賽等陸上和水上運動項目。
  13. Thirdly, on basis of analyzing the previous studies about pile - soil interaction, soil arching theory is applied to analyze the transfer mechanism of sliding thrust between anti - slide piles and soil and rock among piles

    再次，在對前人有關樁土相互作用的研究進行分析的基礎上，應用土拱理論分析了滑坡推力在抗滑樁和樁間巖土體之間的傳遞機理。
  14. Interference - displacement method and determination of slide boundary of layered rock slope

    干擾位移法及層狀巖質邊坡滑動邊界的確定
  15. Because of those, the paper systems analysis the complicated geological environment, the character of rock mass ' s stress field and the stability of landslide on the right bank, in addition, the paper also deeply studied the geological engineering problem after the dam was builded in order to provide science datum for engineering decision, and elicited several conclusion : ( 1 ) the character of rock mass ' s stress - strain and new structure stress fieldrfrom the middle of q3 to today, the direction of the maximal principal stress has already changed to the sn, the stress - strain action and three direction of stress have been changed from " potential positive break " to " potential slide "

    同時通過以上的分析研究本文得出了以下主要的結論與認識： （ 1 ）最新構造應力場與地殼巖體應力?形變作用的現今特徵：自晚更新世（ q _ 3 ）中期以來，區域應力場的最大主應力（ _ 1 ）作用方向轉為近南北向（ n10 w ）作用並一直持續至今，地殼巖體的三向應力狀態及應力?形變作用經歷了由早期的「潛在正斷型」轉變到近期的「潛在走滑型」兩個不同的發展階段。
  16. An analytical solution of internal force and deformation for anchorage length of abti - slide pile in layered rock mass

    成層巖體中抗滑樁錨固段內力變形計算解析解
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