路堤邊坡 的英文怎麼說

中文拼音 [lùdībiānpō]
路堤邊坡 英文
bank slope
  • 路 : 1 （道路） road; way; path 2 （路程） journey; distance 3 （途徑; 門路） way; means 4 （條理） se...
  • 堤 : 堤形容詞[書面語] （水清見底的樣子） （of water） clear
  • 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. In order to analyze the stabilization of slope, swedish slice method has been improved

    文中根據該結構的受力情況對瑞典條分法進行了改進，對路堤邊坡進行了穩定性分析。
  2. 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。
  3. The shear strength indexes of and c were obtained for these two embankments, and they demonstrated the reliability of thrust and sliding equilibrium method used to analyze the stability of embankment

    在計算過程中提出4點基本假設，經過現場試驗數據計算分析，論證了假設的成立和推滑平衡分析法應用於填石路堤的正確性，並通過比較得出灰巖作為材料使填石路堤邊坡更為穩定的結論。
  4. The model was used to analyze the stability of reinforced high embankment in beizhang gully area, and the result accorded with the facts, which verified that the effecting factors of the stability of reinforced high embankment can be described more comprehensively by the fuzzy information optimization method and the result is reasonable

    通過對北張溝加筋高填路堤進行的穩定性分析，表明該模型能較全面地考慮加筋高路堤邊坡穩定性的影響因素，評價結果合理。
  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. This study focused on construction technology of geogrid reinforced clayey soil embankment on common earth foundation. it is conducted according to a test road located in tongchuan, north - west china ' s shaanxi province. long term strain of geogrid in the embankment was researched

    本文以陜西省省道305線土工格柵加筋路堤為實體工程，通過試驗路修築，對土工格柵加筋路堤的施工技術進行了研究，分析了碾壓中的格柵損傷問題，對路堤中土工格柵的應變進行了測試與分析，並對土工格柵加筋路堤邊坡坡面防護技術進行了研究。
  7. 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。
  8. Three kinds of springs were used to imitate different lateral stiffness of soft ground, and special drawers with sliding path were modeled as lateral displacement pile of embankment during its filling periods, with the function of reinforced - mat considered. on the basis of the data of tests designed by thogonal table l9 ( 34 ), three kinds of ( factor, depth of layer, loading ) state matrixes are obtained which could be used for procedure analysis by making use of the principle of information matrix conformation

    用彈簧模擬土體的側向剛度，用可滑動的特殊抽屜模擬軟基填築路堤坡腳的邊樁，並基於對邊樁側向位移速率影響程度室內模型試驗測試數據，利用信息矩陣構造原理，構造了總攬全局的、可用於過程分析的三種（因素、層位和荷載）狀態矩陣。
  9. Filtrate : it can strengthen in geotechnical engineering, such as, riverbank, dam, highroad, railway, roadbed of airport, etc

    反濾作用：用於河流堤，壩公路鐵路，機場路基，擋土墻回填土，邊坡等巖土工程，提高穩定性。
  10. In this paper, first discussed are the corresponding results in highway and dam constructions and the engineering characters of rock - fills are deeply analyzed, especially the relationships between gradation, strength and maximum dry density, long - term stability of fillers including earth - fillers and rock - fillers and some conclusions of use are drawn. by in - situ tests and researches on compacting mechanism of high - filled rock embankments, effecting factors on compaction, construction technology and shock compacting technology, obtained in this paper are the compacting technology of high - filled rock embankment and the optimal parameters of rolling compaction. by deeply research on the theory and methods of quality control of high - filled embankment, settled are the questions as quality detection method and control standard of high - filled rock embankment

    本文首先總結和分析了國內外公路和壩工行業已有的相關成果，深入探討了填石料的工程性質與最大幹密度、長期穩定性等之間的關系，得到了一些有益的結論；通過現場試驗路堤的試驗和對高填石路堤壓實機理、填石路堤壓實效果影響因素、施工工藝和沖擊壓實技術等研究，解決高填石路堤壓實工藝和最優碾壓參數控制等技術問題；通過深入研究填石路堤壓實質量控制原理和方法，解決高填石路堤壓實質量檢測方法和控制標準技術難題；解決高填石路堤沉降觀測技術問題，並根據沉降觀測結果研究高填石路堤地基和路堤沉降變化規律，得到了能預測沉降變化規律的「龔帕斯」成長曲線預測模型；根據工程實際，深入研究了邊坡穩定性的影響因素，得到了有益的結論。
  11. The coefficient of compaction is 1. 22 on mechanical loader ; ( 6 ) the analysis settlement of roadbed used the xigeda filler, predict that tolerable settlement is 5. 5cm, total settlement is 11. 4cm, it is meet a criterion ; ( 7 ) the analysis stable of roadbed used the xigeda filler include water and slope the result show the xigeda filler is stable

    採用裝載機攤平，昔格達填料的松鋪系數為1 . 22 ；昔格達填料路堤沉降觀測分析。預測昔格達填料工后沉降為5 . 5cm ，總沉降為11 . 4cm ，滿足沉降要求；昔格達路堤水穩定性和邊坡穩定性分析，分析表明昔格達填料路堤是穩定的。
  12. The accurate computing method can solve internal force of reinforced earth and tensile force of strip by fem, then compute minimum safety coefficient and slip plane corresponding by genetic algorithm ( ga )

    這種精確的計算方法創造性的結合了有限元技術和遺傳演算法計算邊坡的安全系數。通過有限元求解路堤的內力以及筋帶的拉力，應用遺傳演算法搜索最小的安全系數和其對應的滑動面。
  13. 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。
  14. In order to solve problems that frequently happen in today ' s construction of expressway, such as excessive or asymmetrical settlement, poor side slope stability, a research project on the application of prestressed carbon fiber to control high fill settlement and improve side slope stability is carried out

    「預應力碳纖維約束高路堤沉降和邊坡穩定新技術」課題是針對當前高速公路建設中高路堤不斷增多，而高路堤又常常產生過大或不均勻沉降、邊坡穩定性差等常見病害而提出的。
  15. Based on the subject, " the new technique about restraining high embankment subside and increasing its stability ", from traffic bureau of hunan province, the adopting cfrp strip in reinforced earth, prestressing strip and anchoring to its end were proposed in this thesis in order to solve the problem

    本學位論文針對湖南省交通廳課題「高路堤沉降約束及邊坡穩定新技術研究」進行研究，提出了採用cfrp材料作為加筋材料，並且對cfrp筋帶的端頭進行張拉、錨固來解決高路堤的沉降及邊坡穩定問題。
  16. A centrifuge testing program was undertaken to investigate the distributing of displacement on the embankments " cross sections and to observe the performance of these embankments at failure or the failure trend of these embankments. the responses of foundations were also analyzed. various slopes and various spacing of the reinforcements were considered in this testing program

    通過離心模型試驗，對不同邊坡坡度、不同加筋密度的土工格柵加筋路堤及不加筋路堤橫截面上的位移分佈進行了對比分析，對各模型在不利工作狀況下地基的響應情況、路堤的整體變形情況、破壞情況及趨勢進行了觀察。
  17. 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。
分享友人
分享到 Line

分享到臉書