路塹邊坡 的英文怎麼說

中文拼音 [lùqiànbiānpō]
路塹邊坡 英文
cut slope
  • 路 : 1 （道路） road; way; path 2 （路程） journey; distance 3 （途徑; 門路） way; means 4 （條理） se...
  • 塹 : Ⅰ名詞1 （隔斷交通的溝） moat; chasm 2 （護城河） city moat3 （陷坑） pitfall; pit4 （比喻挫折） s...
  • 邊 : 邊Ⅰ名詞1 （幾何圖形上夾成角的直線或圍成多邊形的線段） side; section 2 （邊緣） edge; margin; oute...
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  • 邊坡 : bank
  1. Design and stability analysis of reinforcement for cut slopes of an unstable rotten andesite on luo - san expressway

    洛三高速公路失穩風化安山巖路塹邊坡加固方案及穩定性分析
  2. Strengthening ill geologic section road chasm side slope with prestressed achor pile grid beam

    預應力錨桿格梁加固不良地質地段路塹邊坡
  3. 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
  4. Combining with the research task researching on the deformation and stability of deep excavated cuts and high filled embankment of the traffic department in fujian province, based on the residual soil slope project on the project site at k15 + 183 of yong - zhang highway ( yong ' an section ), adopting non - linear theory, modern monitoring technology and numerical simulation technology, the deformation and stability of cutting cliff debris and residual soil slopes have been studied systemically and synthetically in the thesis. at the same time theory analysis, the analysis and estimate of field monitoring are taken into account in this course. main research work and working achievement are summed up as follows : ( 1 ) with the acquaintance of the trends and development about the deformation and stability of slopes at home and abroad, slopes are classified and summarized systemically

    並通過k15 + 183工點路塹土質邊坡的各類位移變形的監測成果驗證了該程序的正確性及適用性； （ 5 ）通過應用大型有限元軟體ansys模擬分析，不僅分析了其隨著開挖時間步的應力應變關系，並模擬了與實際測斜管相匹配的測斜路徑，通過對各開挖時間步的模擬計算分析，得到了與實測數據較符合的結果； （ 6 ）綜合監測分析成果和極限平衡理論計算分析成果，對k15 + 183工點路塹邊坡的原設計坡率和幾何形態進行了優化計算分析，取得了較為滿意的結果。
  5. Real - time simulation for slope engineering of highway

    路塹邊坡工程的動態模擬分析
  6. Discussion on roadcut slope protection of high grade road

    高等級公路路塹邊坡防護探討
  7. Stability analysis of soil nail reinforced soil in slope road chasm

    路塹邊坡土釘支護的穩定性
  8. Shotcrete rockbolt stabilization technique for deep excavation and slope

    深路塹邊坡噴錨加固技術
  9. The appliance of root - pile and cma blend in expansive - soil cutting - slope

    混合溶液在膨脹土路塹邊坡處治中的綜合應用
  10. Study on reinforcement of micro - pile and rockbolt for an unstable high - steep road cut slope

    失穩高陡路塹邊坡樁錨加固方案分析
  11. Road cutting of expansive soil side slope stability analysis and engineering countermeasure

    膨脹土路塹邊坡穩定性分析及工程對策
  12. Construction technology of prestressing anchor cable consolidation for high road cut side slope

    預應力錨索加固高路塹邊坡施工技術
  13. Protect rock slope of road cutting by solid greening technique of spray seeding on outside soil

    巖石路塹邊坡防護客土噴播立體綠化技術
  14. With synthesize slope ratio increasing, the stability of cutting slopes decreases, but the stability of sharpen slope affected by natural slopes ratio changes rarely, the stability of cutting slope that height is 30m is change notably due to slope type, whose single slope ratio with madao is inferior to the slope that upper ratio is less than lower ratio with platform in middle part. but the stability of cutting slope with 50m height is little change with the slope type change. with same stratum, slope height, slope type, the cutting slope is inferior to the sharpen slope in stability

    結果表明，地層含水量在12 . 0 18 . 0變化范圍內，各種挖方邊坡穩定性均隨濕度的增大而顯著降低；路塹邊坡的穩定性隨綜合坡比的增大而降低，但削坡受自然坡比影響，隨綜合坡比的增大其穩定性基本不變；坡高30m的路塹邊坡穩定性因坡型改變而有明顯變化，且單一坡比多級馬道型邊坡的穩定性較上緩下陡平臺型邊坡的穩定性差，但坡高50m的路塹邊坡穩定性因坡型變化而基本不變；當坡高、坡型、地層條件相同時，路塹邊坡的穩定性較削坡的穩定性差。
  15. The landslide feature of the expansive soil is analyzed. the stability of the expansive soil slope is largely dependent on the weal link. the slope stability analysis of the expansive soil should consider the weathering, so all the analysis should be classified to two different types : weathered layer and non - weathered layer

    對膨脹土路塹邊坡滑坡特點進行了分析，指出膨脹土邊坡主要受軟弱結構面控制，提出了膨脹土邊坡穩定分析應分為風化層和深層未風化層的方法，並建議了不同部位土的抗剪強度指標取值方法。
  16. Landform of china ' s western region is complex and mountain is high and steep. the expressway must pass through lots of massif while being constructed, and quantity of cutting excavation is great

    我國西部地區山高坡陡，地形復雜，使得高速公路在建設中必須經過大量的山丘地形路段，路塹邊坡開挖工程量大。
  17. According to the characteristics of basalt in guizhou province, in combination with weathering features of basalt, the design of trenches and side - slope are discussed, especially the design of side - slope of the contacting part between basalt and limestone is studied, in order to make the roadbed design safe and reasonable and reach the requirement

    摘要根據貴州省玄武巖出露特點，結合玄武巖的風化特點，探討玄武巖路段路塹邊坡設計，特別是對玄武巖與灰巖接觸部位的邊坡設計提出了重點研究，使路基設計既安全合理，又達到環境保護的要求。
  18. Abstract : taking the boshan - laiwu freeway as an example, the paper discusses the rocky deep cut slope problems from many sides such as : slope stability assessment, slope design, protection engineering and the constructional monitoring especially the explosion control etc. it stresses on the informational control principle of the deep and large cut slope

    文摘:該文以博菜高速公路為例，從邊坡穩定性評價、邊坡設計、防護工程及施工監控、尤其是控制爆破等多方面探討了山區高等級高速公路石質深路塹邊坡問題，強調了高大路塹邊坡工程的信息化控制原則。
  19. Depend on the precise blast design with small error and strictly controlling the explosive consumption, they controll blasting construction for rock availably, complete the excavation for rock cuttings of broaden and rebuilding project for city roads successfully, and obtain well social benefit and economical benefit

    通過續密的微差爆破設計，嚴格控制裝藥量，有效地控制了巖石爆破施工，成功地完成了城市道路拓寬工程的巖石路塹邊坡開挖工程。
  20. This article bases specifically on engineering geology condition of one cutting slope in guangdong shanmei highway, and adopts laboratory similarly model test to investigate and discuss the strengthening machanism of multi - bolts and its effect

    本文針對廣東汕梅高速公路一路塹邊坡工程地質情況，採用室內相似材料模型試驗，對群描加固機理及效果進行了初步探討。
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