非土堤 的英文怎麼說

中文拼音 [fēitǔdī]
非土堤 英文
non-soil embankment
  • 非 : Ⅰ名詞1 （錯誤） mistake; wrong; errors 2 （指非洲） short for africa 3 （姓氏） a surname Ⅱ動詞1 ...
  • 堤 : 堤形容詞[書面語] （水清見底的樣子） （of water） clear
  1. Integration of these two sides could let the results of layerwise summation method ( lsm ) be more accuracy, which can consider not only soil stress history but also soil lateral deformation and soil nonlinear properties even. ( 5 ) research on the application of meshless method for embankment settlement calculation

    綜合這兩個方面，單向分層綜合法的計算結果趨于更準確，其不但能考慮應力歷史外，而且能計入土體側向變形甚至土體非線性特性； （ 5 ）路堤沉降計算無單元法應用研究。
  2. This ship is a non - propelled fixed luffing 500t steel crane vessel. this vessel is mainly used to lift and hookup the concrete components, bridge blocks, mechanical electrical equipments for harbours, bays, quays and jetty

    建港304為非自航固定變幅式500噸鋼質起重船，主要用於中國南海沿海各港灣港口及內河碼頭和堤岸的混凝土構件橋梁機電設備等吊裝工程。
  3. Based on the analysis of the data and information from the field observations and lab experiments, the results were as follows : ( 1 ) the results of the simulated rainfall and runoff erosion experiments in lab. under the design experiment conditions including the constant rainfall intensities of 1. 0, 2. 0, 3. 0mm / min and the rainfall durations of 30, 70 minutes and with soil moisture content 9. 5 % or 10. 0 % for dry situation, as well as with the soil moisture content 19. 0 % or 20. 0 % for wet situation, the soil erosion increased nonlinearly with the rainfall intensity, and the rainfall duration. the results of the experiments indicated that the amount of soil erosion caused by the simulated rainfall and runoff on the dry - soil slope was more than that on the wet - soil slope

    通過實地觀測及室內試驗資料分析，得到如下研究成果： 1 、室內模擬降雨徑流對戧坡的侵蝕試驗研究結果在定雨強為1 . 0 、 2 . 0 、 3 . 0mm min ，降雨歷時30 、 70分鐘，干土含水量為9 . 5 10 . 0 ，濕土含水量為19 . 0 20 . 0的條件下，侵蝕量與雨強成非線性正比關系；雨強大，侵蝕量大；降雨歷時長，侵蝕量也大；堤坡含水量大時，侵蝕量小，堤坡含水量小時侵蝕量大。
  4. This article, against clayey and unclayey stratums in the changjiang river ' s levee, makes a complete analysis on the above - mentioned relationship, in opinion of geology and hydraulics. thus analysis makes theoretic support and clear learning to the slurry stable wall

    針對長江堤防的粘性土和非粘性土層，本文從土力學和水力學的角度對此進行了分析，為泥漿固壁在理論上提供了依據並對此提高了認識。
  5. Based on the calculation model and theory of saturated - unsaturated soil seepage, this passage takes the influence of unsaturated zone in seepage field on dam seepage into account, and it also does the seepage finite element calculation and analysis for a certain earth dam

    基於飽和非飽和土滲流計算模型與原理，本文考慮滲流場非飽和區對堤壩滲流的影響，對某土石壩進行了滲流有限元計算與分析。
  6. This thesis expresses the elastic theory of the soil element increment for the settlement analysis and calculation of the foundation soil. and puts forward a simplified and experiential formula for practical project according to consolidation theory of unsaturated soil

    採用土體單元增量的彈性體理論，對地基土進行沉降分析和沉降的簡化計算；又根據非飽土的固結理論，提出一種便於工程應用的計算路堤沉降量的經驗公式。
  7. The finit element method is used to analyse the influence of reinforcement to displacement field of soft subgrade by way of comparing reinforced embankment with unreinforced embankment

    摘要採用非線性有限元方法，通過比較土工格柵加筋路堤和未加筋路堤來分析加筋對軟基位移場的影響。
  8. The several ones that have more lager sensitivity to embankment settlement are found out. then, aimed at the traditional three - layer bp network ' s shortages : easily getting into local minimum value and slow convergence, the modification combined momentum method with self - adaptation study velocity is made, and one improved bp network is put forward. finally, according to the results from above sensitivity analyses, the nonlinear model main parameters of each natural layer in roadbed are approximately rectified using the improved bp network technology founded on its stronger nonlinear mapping capacity and the settlement measurements

    採用非線性有限元程序，對鄧肯-張模型中8個參數與路堤沉降的關系進行了詳細分析，找到了影響沉降的主要參數；接著，針對傳統的三層bp網路具有收斂速度慢、易陷入局部極小點等不足，對其進行了修正，提出了改進的bp神經網路模型；最後，根據上述靈敏度分析結果，基於改進的bp網路模型較強的非線性映射能力和前期沉降實測資料，對路基中各天然土層的非線性模型主要參數進行了反分析修正； （ 4 ）路堤沉降計算一維法中考慮應力歷史、側向變形的研究。
  9. The paper also adopts elastic - plastic constitutive model and analyzes the soil pressure distribution and settlement performance with the aid of marc program, and contrasts with the test results on the spot, the research results have instructive function to the design and construction of the culvert

    藉助marc軟體，採用了彈塑性本構模型，對高填涵洞的土壓力分佈與沉降特徵進行了非線性有限元計算，並與現場實測結果進行對比分析，研究結果對高填路堤下涵洞結構的設計和施工很有指導作用。
  10. Nonlinear fem analysis of settlement of soft ground under highway embankment

    路堤軟土地基沉降有限元非線性分析
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