embankment slope 中文意思是什麼

embankment slope 解釋
堤坡
  • embankment : 壩體
  • 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. They have raised all kinds of engineering steps on roadbed against frozen disaster, for example, adopting the reasonable height of roadbed, building ventilative embankment, setting up the defense, burying hot metal stick, making use of stone to protect slope and laying thermal insulation and heat insulation material etc, laying eps is one of these special steps

    針對路基凍害問題，人們對路基凍脹、融沉和溫度場特徵進行了廣泛研究，提出了各種路基抗凍害的工程措施，如選用採用合理的路堤高度，修築通風路堤，設置護道，埋設熱棒，利用片石護坡和鋪設保溫隔熱材料等特殊工程措施。
  2. 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。
  3. Results showed that the temperature distribution of the traditional embankment was asymmetrical ; the asymmetrical status was changed after ripped - rock revetment was installed and the soil under the ripped - rock was cooled obviously ; the ripped - rock revetment could cool embankment and adjust the temperature difference between the north - facing slope and the south - facing slope ; the ripped - rock revetment was an available technique to protect embankment from thawing settlement and longitudinal cracks in permafrost regions

    結果表明：普通路基的陰陽坡兩側溫度分佈極不對稱；鋪設拋石護坡后，這種狀況得到了很大改善，並且拋石護坡下土體溫度明顯降低；拋石護坡能夠降低路基溫度和調節路基陰陽坡的溫度差異；拋石護坡是多年凍土區防治路基融沉和縱向裂縫病害的一種可行措施。
  4. In this paper, a saturated - unsaturated soil seepage ( suss ) method is suggested to analyze the seepage stability of an inundated embankment slope in condition of strong rainfall, by relating a finite element method

    摘要提出飽和與不飽和土滲流（ suss ）法，並結合有限元法，分析強降雨條件下公路填方路堤邊坡的滲流穩定性。
  5. By thoroughly analyzing the methods on slope stability of high rock - filled embankment, in this paper, a new kind of composite evolutionary algorithm is formed to search the critical slippage surface and also discussed in this paper is a new way to simplify the procedure of general slice method for stability analysis

    本文還通過對目前國內外高路堤邊坡穩定性分析方法的綜合分析和深入探討，簡化了極限平衡法中的通用條分法的求解過程，並結合現代優化方法，提出一種新型的混合演化演算法對高填石路堤邊坡臨界滑動面進行搜索。
  6. Product function : soft soil subgrade strengthening, reinforced embankment & slope, strengthening separation, bounding deformation of foundation, prevent road from reflection crack, increasing the intensity of subgrade. it can strengthen soft subgrade of kinds of roads and railways ; prevent road from reflection crack ; enhance the strength of subgrade ; reinforcedriverbank, embankment and slope ; homogenize the stress ; adjust settlement ; improve the stability and bearing capacity of the basement ; strengthen road and bridge tops

    產品功能：軟土路基加強，路堤邊坡加筋，加強隔離，約束地基變形，防止道路反射裂體，提高路基的強度.各種道路、鐵路等軟路基加強，增強路基的強度；河岸、路堤、邊坡起加筋，均化應力，調整沉降，提高基底穩定和承載力；道路橋臺面的加強。
  7. Introduces some anti - seepage high embankment dams in the world with bitumen concrete inclined core wall, and analyzes, taking the existing maopingxi embankment dam as an example, the effect of slope thereof on the stress and deformation of the wall by non - linear adhesive elastic finite element calculation changing the type and thickness of the core wall

    摘要介紹世界上幾座瀝青混凝土斜心墻防滲高土石壩，並結合國內已建的茅坪溪瀝青混凝土心墻壩，通過改變其心墻形式和厚度，並用非線性粘彈性有限元對其進行計算分析，探討了斜心墻的傾斜斜率對心墻的應力與變形的影響。
  8. The author respectively gives the calculating model including the end of the bridge and the approach embankment with and without approach slabs according to the real differential settlement that occurred, and, according to the effect to the comfort and safety of the vehicle passing bridge approach, takes the tolerable differential movement of the embankment / structure interface and the tolerable differential slope of the approach slab as the tolerable differential settlement when with and without the approach slab respectively

    論文根據路橋過渡段的實際差異沉降圖式分別確定了不設和設搭板的路橋過渡段計算模型，根據對行車舒適性和安全性的影響，把容許臺階高度和搭板容許縱坡變化值分別作為不設和設搭板路橋過渡段的容許差異沉降控制指標。
  9. Technology of slope protection was also researched. proper construction steps of geogrid reinforced embankment and geogrid overlapped are given

    通過對試驗路施工經驗的總結和分析，提出了土工格柵加筋路堤的合理施工流程和反包施工工藝。
  10. A safety reliability evaluation method for embankment slope stability under random storm wave actions and erosion - damage effects is proposed, the genetic algorithm has been used as the modern optimization technique applied to the minimization of the reliability index and the safety factor of embankment slope stability

    文中針對隨機風浪作用下侵蝕-損傷的堤壩邊坡穩定性提出一種安全可靠性評價方法，應用遺傳演算法尋找最危險滑動面對應的安全系數和最小可靠指標，並與傳統優化演算法進行比較，遺傳演算法尋優結果穩定不依賴于初值，明顯優于傳統優化演算法。
  11. Soil - calculation of slope and embankment failure and overall stability of retaining structures - part 100 : analysis in accordance with the partial safety factor concept

    地基.坡面斷口和路基斷口計算.第100部分:按局部安全
  12. Soil - calculation of slope and embankment failure and overall stability of retaining structures - part 100 : analysis in accordance with the partial safety factor concept, calculation examples

    地基.坡面斷口和路基斷口計算.第100部分:按局部安全
  13. The third problem analyzed is safety evaluation of embankment slope stability, the genetic algorithm is used to find the minimum safety factor coupled with the minimum reliability index

    第三個分析的問題是堤壩邊坡穩定性安全評估問題，應用遺傳演算法尋優最小安全系數和最小可靠指標。
  14. According to the test results, the deformation characteristics of level soft - soil foundation and slope soft - soil foundation under the load of embankment are analyzed. the effects of driven piles and stabilizing piles reinforcements are compared. the respective influence of the two reinforcement means upon foundation deformation is discussed and useful suggestions on how to use the two means are finally put forward

    根據試驗結果，分析了水平軟弱土地基與斜坡軟弱土地基在路堤荷載作用下的變形特性；比較了打入樁加固與抗滑樁加固的效果；探討了兩種加固方案的對地基變形的影響，並對兩種加固措施的使用提出了建議。
  15. Associated drainage, lighting, retaining walls, reinforced fill embankment, slope works and landscaping works

    進行相關的渠務照明護土墻加筋填土堤斜坡及環境美化工程。
  16. This is the first time to apply prestressed carbon fiber to roadbed engineer in the world. the high tensile strength and corrosion - resisting property of prestressed carbon fiber make it possible that the soil is in triaxial state of stress. therefore, the embankment fill can be compacted, the settlement can be reduced and side slope stability can be improved

    本課題第一次將預應力碳纖維技術應用於路基工程中，利用碳纖維的高抗拉強度和高耐腐蝕性，對其施加預應力，使路基土體處於三向受壓應力狀態中，從而加強路堤填料的密實程度、減少路堤的總沉降、增加邊坡的穩定性。
  17. How the change of space between driven piles and stabilizing piles and how the change of exertion coefficient of the between - pile soil intensity parameters will influence the foundation stability are analyzed. the safe space between piles of different reinforcement schemes is initially confirmed. the test results and stability analysis indicates that : it is safer to construct embankment upon level soft - soil foundation than slope soft - soil foundation ( 1 : 10 )

    （ 2 ）用土工專業軟體geo - slope對不同情況下的地基進行了穩定性分析，結合斜坡軟弱土地基路堤的離心模型試驗結果與室內土工試驗測得的參數，推求出了地基土的強度指標；分析了軟弱土層c 、值的變化對地基穩定性的影響；探討了打入樁方案和抗滑樁方案樁間距的變化和樁間土強度參數的發揮系數的變化對地基穩定性的影響，初步確定了不同加固方案的安全樁間距。
  18. Analysis of difference in thermal state between south faced slope and north faced slope of railway embankment in permafrost region

    多年凍土區鐵路路基陰陽坡面熱狀況差異分析
  19. Utilizing finite element method, found the safety factor of the dam slope. evaluate the conclusion of pseudo - static method and dynamical finite element, and the security of hada mountain embankment dam under earthquake condition

    對擬靜力法和有限元法得到的計算成果進行了對比分析，對哈達山土壩在地震作用下的安全性進行了綜合評價，根據分析結果對工程設計提出了一些建議。
  20. Earth embankment and geogrid reinforced embankment with various slope, various spacing and length of the reinforcements, various heights were calculated by fem. each factor ' s influence on the tensile stress of the geogrids, the stress and displacement distribution in the cross sections of embankments and the response of foundations were analyzed

    採用有限元理論與方法對不同高度、不同邊坡坡度、不同加筋密度、不同加筋長度的土工格柵加筋路堤及不加筋路堤進行了計算與分析，研究了各因素對格柵內拉力分佈、路堤橫截面上位移及應力分佈的影響以及地基的響應情況。
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