unstable slope 中文意思是什麼

unstable slope 解釋
不穩定邊坡
  • unstable : adj. 1. 不穩定的,不牢固的。2. 不堅定的,動搖的,易變的,反復無常的。
  • slope : n 1 傾斜,坡度;坡,斜坡,斜面;【印刷】斜體。2 【軍事】掮槍的姿勢。3 【數學】斜率。4 【礦物】斜...
  1. The above analysis shows some results as follows : generally the discontinuities including bedding planes are favor to the stability of slope, which means that most of the slopes will not suffer large sliding failure ; most of the high slopes situated in the interest area are stable. however there are some potential unstable wedges which can be identified based on the key block theory ; some suggestions for reinforcing high slope are presented based on the stability analysis and environmental friendly consideration

    結果表明:該區邊坡巖體條件對邊坡整體穩定性有利;區內高陡邊坡以穩定及基本穩定為主,不穩定邊坡較少,但潛在局部不穩定塊體較多;依據邊坡的工程地質特徵及穩定性評價結果,對該區高陡邊坡的防治提出了建議。
  2. As the increase of domestic high - rise buildings, more and more deep foundation trench supporting constructions have come into existence. among the general geographical condition of the urban district in qingdao, most of regions, which mainly consist of strong de composed rocks, are in quite good condition. except for the sandy soil and oozy soil along sea sides. but the development of rock cracks and breaking zones and unstable lamprophyre still exist, so blasting is needed during constructions of foundation trench. blasting have bad influence on the stability of slopes. moreover. the slope - liding has happened for several times, so the engineering project of foundation trench attracts more attention of people

    隨著國內高層建築的發展,深基坑支護工程越來越多,綜合青島市區的地質狀況,除海邊有砂性土及淤泥軟土外,大部分地域巖土條件相對較好,多以強風化巖為主,但巖石裂隙發育,間或有斷裂帶和穩定性極差的煌斑巖穿插其中,基坑施工時需要爆破施工,對邊坡的穩定造成了不利影響,加之連續出現的幾次滑坡失穩事件,基坑支護工程越來越引起了各方面的重視。
  3. Reinforcement of an unstable abutment - slope

    失穩坡間橋臺基礎的加固
  4. Stereographic technique is used in the analysis of the footwall slope in the open - pit of bangmoshan iron mine. the slope fracture mode and the slipping direction of unstable blocks are given and the stable slope angle is calculated to be 46

    運用赤平極射投影的方法,對棒磨山鐵礦露天采場下盤邊坡進行了穩定性分析,給出了邊坡破壞模式和不穩定塊體的滑動方向,並推算穩定邊坡角為46 。
  5. 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
  6. The result indicated that with the delay of rainfall the slope safety lowered accordingly and the unstable sliding plane was the shallow slide

    研究表明,隨降雨歷時的增加邊坡的安全系數逐漸變小,邊坡最危險滑動面有向淺層發展的趨勢。
  7. Discontinuous deformation analysis of rock slope stability under unstable seepage flow

    非穩定滲流作用的巖體邊坡穩定非連續變形分析
  8. Scheme to enforce the unstable rock on the right high side slope of dalongtan power plant

    大龍潭電站右側邊坡不穩定巖體加固方案
  9. Abstract : due to insufficient maintenance and intensive mining operation, the slope of an open pit mine becomes unstable with serious danger potential to normal operation of the mine and to safety of people ' s life

    文摘:為研究某礦邊坡的穩定狀況並為邊坡的加固工程提供可靠依據,在邊坡硐室內進行地應力測量。
  10. 108 highway is the south and north mainline to run through middle - west area in my country, and is the main artery of west area economy developing. guangyuan north section of 108 national highway lies in low mountains, and its slope often is unstable

    四川省是西南地區經濟發展的龍頭, 108國道是我國中西部地區縱貫南北的主幹線,是西部經濟發展的大動脈,而108國道廣元北段地處低山地段,邊坡失穩現象較常見。
  11. So the quantitative ordering of the control plans for an unstable slope becomes possible. finally, foregoing systems are integrated into the assistant decision system of slope engineering to improve the intelligentizing degree of evaluation and decision and the

    最後,本文將前述研究成果集成,開發出了邊坡工程輔助決策系統,提高了邊坡工程評價與決策的智能化程度,並將該系統應用到萬梁高速公路的邊坡穩定性評價和治理方案輔助決策中。
  12. The main achievement has been obtained as follows in the paper : ( 1 ) most of class no. i and ii structure plane of the slope is steep dip and is more steep than the man - made slope, class no. i and ii structure plane do not compose latent local unstable block

    論文研究成果如下: ( 1 )邊坡、類結構面以中陡傾角為主,且大多數大於邊坡開挖坡角。通過野外調研和理論分析,闡明工程邊坡開挖面附近, 、類結構面相互未組合成不利塊體。
  13. As is seem from above, if the natural ground is filled directly in high - fill side slope at liho airport. the entire stability of the side slope filled is good. there are n ' t global stability problems alongside with the hight of the strong - moderate weatheing mud shaly, but there are n ' t unstable location partly, alongside with overburden slipping

    四川大學工程碩士專業學位論文通過以上分析得知,荔波機場高填方邊坡若直接在天然地基上填方,填方邊坡整體穩定性較好,場區不存在沿強一中風化泥頁巖的深部整體失穩問題。
  14. All these have the theoretical meaning and applicable value, and also present useful reference to the slope stability analysis, slope disaster prediction and slope control etc. under unstable seepage

    可為非穩定滲流下邊坡穩定分析、滑坡災害預報和邊坡治理等方面提供有用的參考,具有一定的理論意義和使用價值。
  15. On the basis of stability analysis, the author takes the k27 + 825 slope from the type of slope which has lest stability as an example. according to its basic feature, the design ueses the choosed best reinforce and control scheme : lattice beam, anchor wire, grouting and abstraction of water. in the course of design, the author takes into account not only reasonable optimize of whole control plan but also local measure such as whether the unstable block will shear from vnlnerable sections when control plan is laid out concretely, in order to reach the goal of reasonable design and effective control

    在穩定性分析的基礎上,以邊坡穩定性最差的一類中的k27 + 825邊坡為例,結合其自身的特點,用優選出的加固防治方案:框架梁+錨索斗灌漿+排水進行設計,設計中既考慮總體防治方案的合理優化,又充分考慮了加固工程的具體布置時是否存在不穩定體從錨索或框架梁的薄弱部位剪出的可能性等一些細部措施,以達到合理設計,有效及經濟治理的目的。
  16. By calculated and analysed of the lanedslide stability, it is conclused that the big fissure , clayey sail of ground water - level fluctuation and digged base of slope formed an unstable slope

    通過穩定性的定量計算與定性分析可知,坡體上的大裂縫與地下水變動帶在開挖坡腳處剪出聯合組成的滑面穩定性最差,此滑坡將來的滑動破壞剪出口將在開挖坡腳附近產生。
  17. In the thesis, a multi - expert comprehensive evaluation method is put up and set up based on study on presently choosing processes of the control plans for an unstable slope

    在邊坡工程治理方案選擇研究中本文在現有病害邊坡治理方案評價研究的基礎上,提出並建立了邊坡工程治理方案選擇的模糊綜合決策方法。
  18. If you have received a notice to evacuate because of landslip danger, or if you believe that your home is endangered by an unstable slope or retaining wall, or overhanging boulders, you should make immediate arrangements to move to a safe shelter

    如果你認為你居住的地方受到危險斜坡、護土墻或懸垂大石所威脅,你亦應立即撤離居所,到安全地方暫避。
  19. The stability analysis and the unstable slope control are key problems in slope engineering. the thesis intent to study these problems to establish an assistant decision system of slope engerning so as to make it more valide and efficient in stability evaluation. the research tries to adopt some modern scientific techniques such as system engineering, information engineering, fuzzy neural network and computer technology with the stability evaluation and the design for the unstable slope control as the study object, and is based on the composite anasysis of the slope engerning research all over the world

    邊坡穩定性分析和治理研究是邊坡工程研究的核心問題,本論文以邊坡工程數據庫、邊坡穩定性評價與邊坡治理方案的選擇為研究對象,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,旨在建立一個邊坡工程輔助決策系統,以進一步提高工程實際中邊坡穩定性評價及治理的有效性和科學性。
  20. At the same time, the influencing indexes in choosing the control plans for an unstable slope were studied earnestly, an princip1e of choosing indexes and a multi - expert evaluation index system were constructed, an index - weight determination method was given out and a comprehensive ordering model was established

    文中研究了病害邊坡防治工程方案選擇的影響因素,提出了防治方案綜合評判的指標選取原則並建立了相應的評判指標體系,給出了評判指標權重的獲取方法,建立了綜合評價模型,從而實現了病害邊坡治理方案優劣評判的定量排序。
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