削坡 的英文怎麼說

中文拼音 [xiāopō]
削坡 英文
cut slope
  • 削 : 削動詞1. （用刀斜著去掉物體的表層） pare [peel] with a knife 2. （乒乓球的一種打法） cut; chop
  • 坡 : Ⅰ名詞（地面傾斜的地方） slope Ⅱ形容詞（傾斜） sloping; slanting
  1. The trail zigzagged down the abrupt descent of the canyon.

    這條小路彎彎曲曲的順著峽谷那陡削的下坡蜿蜒而下。
  2. There are some disadvantages on traditional construction method of the transition material 2b on upstream face of concrete face rockfill dam, i. e. overtopping, slope - cutting and incline compaction

    混凝土面板堆石壩上游坡面傳統的墊層料超填、削坡、斜坡碾壓的施工方法存在許多弊端。
  3. In soft foundation strength, filling soil, excavating project it becomes more and more widely used

    加筋土廣泛地應用於地基加固，填方工程，挖方削坡工程等。
  4. The northern section dbl covered under this contract primarily comprises the construction of viaduct with some at grade sections and cut slopes at the northern end where the road passes through the northern extremity of the tsing shan range. it connects the hk - swc to the southern section near castle peak road

    合約項下的北段后海灣干線北段主要包括建造高架路，在北端設有地面路段和削坡，道路會在該處橫過青山嶺北端的山邊，把深港西部通道與青山公路附近的南段連接起來。
  5. By means of the finite element inverse analysis, based on stress - strain theoretical equations of the elastoplasticity and viscoelasticity - viscoplasticity, the change of the valley - side margin stress distribution during original state, the condition of human cutting a terrace of building houses in the loess slope, and the condition of cutting the top of loess slope is elucidated

    3 .基於粘彈?粘塑性理論的本構方程，運用有限元方法進行反演分析，闡明了宅基邊坡谷緣在天然條件、斬坡建窯條件下和削坡條件下的應力場變化特點。結果表明，谷緣在斬坡建窯條件下拉張應力和剪切應力增大是導致崩塌產生的根本原因。
  6. It is then ready for the operator to initiate faceplate rotation and machine the bevel

    此時操作者可啟動旋轉面板並切削坡口。
  7. The minimum erathwork of slope cutting is regarded as target function, and the anticipated factor of safety of slope as a constraint condition, so this problem is equivalent to optimality one with constraint conditions. thus the optimal scheme of slope cutting can be obtained

    這里將最小的削坡土方量作為目標函數，將預期的邊坡安全系數作為約束條件，把削坡問題等價於一個有約束的優化問題，可找出最優的削坡方案。
  8. Application of chamber blasting to portal scaling

    洞室爆破在洞臉削坡中的應用
  9. 4. for collapse erosion, should make gradual side slop and lining the bank of canal

    （ 4 ）對于渠道塌坡、滑坡比較嚴重的渠段則需削坡和鋪砌護岸。
  10. 5. for frozen erosion the good measure is to cut slop and lining with coarse gravel ; meanwhile, adjust the canal operating to less the frozen

    （ 5 ）對于凍融和凍脹較為嚴重的渠段則宜採用削坡后鋪碎石護岸；為減輕凍融侵蝕，同時採取適當的調度方式。
  11. 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。
  12. ( 2 ) the finite element is used to analyze the stress field change of the valley - side margin during original state, the condition of human ' s cutting a terrace of building houses in the loess slope, and the condition of cutting the top of loess slope, then the dynamic mechanism for forming of the landfall is probed

    採用有限單元法對宅基邊坡谷緣在天然條件、斬坡建窯條件及削坡處理條件的應力場變化進行了對比分析，揭示了崩塌產生的動力學機制，從而為人工谷緣整治提供了科學依據。
  13. The stability of the landslide is a critical problem for feasibility of the project, and has a direct influence upon the operation of the lower reservoir and the power system. the sliding mass has been studied by some designer in geological investigation. the study showed that guishan sliding mass is in stabilization under natural condition, is not in stabilization under vii earthquake intensity

    在前期的研究中曾對滑坡體的穩定問題進行了研究，研究結果認為從宏觀定性分析，滑體處于穩定狀態，但經過計算，在度地震烈度下，處于極限平衡或不穩定狀態，為確保工程安全，對推動式的龜山滑坡體採取削坡減載的開挖方式將是行之有效的方案，這樣可以提高滑坡體在地震條件下的穩定性，因此，研究龜山滑坡體在不同開挖方式方案條件下的穩定性問題具有非常重要的實際意義。
  14. 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。
  15. On the basis of these conclusions, the stability of natural 2 # landslide body of hongjiadu hydraulic power plant is analyzed with this finite element iteration method and the uniform value off on the sliding surface of the landslide body is inversed. meanwhile, the stability of scaled 2 # landslide body of hongjiadu hydraulic power plant is analyzed and downslide force of scaled 2 # landslide body and normal stress and shear stress on the sliding surface are obtained. in addition, the results provide a reference for reinforcing structure ' s layout

    在此基礎上，文中用該方法對天然狀態的洪家渡水電站2 #塌滑體進行了穩定分析，反演了塌滑體滑動面上均化的f值，對部分削坡后的洪家渡水電站2 #塌滑體進行了穩定分析，獲得了部分削坡后塌滑體的下滑力和滑動面上的正、剪應力分佈，為加固結構布置提供了依據。
  16. Secondly, on the basis of mechanic properties analysis, applying the stress - strain model of lateral unloading which can reflect the decrease change of principal stress state in the excavation progress of slope, dividing excavations slope into cutting slope and sharpen slope, numerical simulation is respectively carried through in order to analyze the impact of changing of slope type, slope height and stratum water content on the slope stability

    其次，在試驗研究的基礎上，應用能夠反映黃土挖方邊坡大、小主應力減小變化的圍壓卸荷剪切應力應變模型，將挖方邊坡區分為路塹邊坡和削坡，通過數值模擬開挖過程分析了坡高、坡型、坡比及地層含水量變化對邊坡穩定性的影響。
  17. Slope failure is one of the most popular styles of nature disasters, it offen happens with earthquakes or rainstorms. the important reasons causing slopes failure are human activity that slopeing, buliding dams or embankments ( especially on soft base ), digging ground engineering, sluicing in reservoirs, etc. therefore, many researchers focus on slopes in many aspects

    滑坡是自然界相當普遍的自然災害之一，通常伴隨著地震、暴雨發生，人為的削坡、修建堤壩（特別是在軟土地基上） 、地下工程的開挖、水庫蓄水等原因是導致滑坡的重要原因，於是對滑坡進行研究成為學者們的重要課題。
  18. The optimality method are introduced on slope cutting project in the paper

    將優化理論引入到削坡方案的選擇上。
  19. Flatten slope to 46° to give a factor of safety of 1. 3 under saturated conditions.

    削坡到46，給飽水條件下的邊坡以13的安全系數。
  20. Lai long mountain lies in north of fu yang. the slope happened because of digging channel and sloping hill at the foot of lai long mountain. this paper takes some researches closely surrounding lai long mountain slope to develop some useful results

    來龍山滑坡位於富陽鎮北，由於開挖渠道、削坡導致山體滑坡，本文緊緊圍繞富陽來龍山滑坡對滑坡進行研究，提供下一步滑坡治理以及滑坡監測方面的建議。
分享友人
分享到 Line

分享到臉書