側堤 的英文怎麼說

中文拼音 [zhāidī]
側堤 英文
side dike
  • 側 : 側形容詞[方言] （傾斜; 不正） slant; sloping
  • 堤 : 堤形容詞[書面語] （水清見底的樣子） （of water） clear
  1. A scheme to enclose the peninsular delta of the north bull at dollymount and erect on the space of the foreland, used for golf links and rifle ranges, an asphalted esplanade with casinos, booths, shooting galleries, hotels, boardinghouses, readingrooms, establishments for mixed bathing

    築一道堤壩，把多利山的北公牛那半島狀三角洲圈起274 ，用來修高爾夫球場和步槍打靶場，前面那片地上鋪一條柏油散步路，兩側是賭博場貨攤射擊練習室旅館公寓閱覽室和男女混合浴池。
  2. Fine-grained clay may settle out in the sheltered bays on the outer sides of the levees.

    細粒粘土可以沉積在天然堤外側的隱蔽灣中。
  3. The analysis indicates that the recovering rate of the salt marshes is related to the residual salt marshes area outside the seawall

    分析表明鹽沼恢復的速度與圍墾以後海堤外側予留的鹽沼面積有關。
  4. ( 2 ) the lateral deformation is effectively limited by reinforced earth layers and the settlement becomes small. @ the lateral deformation is enlarged on soft foundations, and the settlement becomes large. @ the reinforced earth layers on soft foundations behaves extension. the response behaviors of high sand - gravel embankment are indicated as the following : ? he amplification factor of earthquake acceleration varies with reinforced earth structure. ( 2 ) the basic frequency of the original embankments in different reinforcement conditions is about 0. 76hz. ? the amplitude of dynamic deformation appears small and the dynamic stability is safe

    研究表明：加筋土體能有效地限制路堤的側向位移發展，減小沉降變形量；軟基路堤的側向位移較大，將顯著地增大路堤的沉降變形；軟基上加筋土墊層中產生的拉應力最大；加筋砂礫土路堤在振動荷載作用下動變形反應較小，具有良好地動力穩定性。
  5. Variance index of the settlements of soft clay subgrade was inducted to analyze the asymmetry settlement rules under the influence of depth of fill, fill speed, geologic types of soft clay etc

    利用這些觀測數據，引入路堤斷面中點和兩側坡腳地基表面3點沉降的方差這一統計學指標，詳細分析了地質結構，填築速率、填築高度以及硬殼層等因素對軟基不均勻沉降的影響，得到了一些有意義的結論。
  6. 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。
  7. The 20 burials of late neolithic to early bronze age c. 2000 to 1000 b. c. were found in a sandbar and appeared to have been properly laid out

    二十座新石器時代晚期至青銅器時代早期（約公元前二千至公元前一千年之間）墓葬，主要分佈在沙堤內側，似有一定布局。
  8. Engineering measures for pre - consolidation and treatment of cut soft foundation with high pressure jet grouting pile or anti - slide pile are presented, together with engineering measures for consolidation of inclined soft embankment foundation with gravel pile and lateral restrained pile, and the methods of design, construction are also introduced in detail. 6

    提出了高壓旋噴樁或抗滑樁預加固整治塹軟基的工程措施；提出了採用碎石樁和側向約束樁加固傾斜基底路堤軟基的工程措施，並對設計、施工、檢測進行了詳細介紹； 6
  9. 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。
  10. Catastrophic damages to structure can be made by lateral permanent displacement, namely large ground displacement, on gently sloping ground induced by liquefaction of saturated soil deposits during earthquake, which is the main type of seismic damages of highways, railways, bridges, docks, embankments, buildings, underground structures and lifeline engineering in liquefied area. in recent ten years, studies on the new type of failure made by liquefaction have been carried out

    地震過程中由於飽和砂土液化誘發的小坡度地面側向永久位移即地面大位移對結構的破壞，是液化區公路、鐵路、橋梁、碼頭、堤壩、房屋、地下結構與生命線工程震害的主要形式之一，近十幾年來，人們越來越重視對這種新的液化破壞形式的研究。
  11. The district is bordered on the north by county highway no. 120, on the east by rural highway no. 20, on the south by touchien stream and likou embankment, and on the west by toulun urban planning area of chupei city. the total area covered is approximately 309 hectares

    特定區范圍北以120縣道為界，東至竹20鄉道，南達頭前溪六家及隘口堤防，西側則與竹北斗侖都市計畫區為鄰，計畫面積約309公頃。
  12. The data captured in field tests and observations both prove that crossrange prestressing can effectively reduce roadbed settlement, shorten the roadbed compression and stabilization period, and increase the capacity of roadbed

    通過試驗路段的試驗以及竣工后一段時間的定期觀測，表明側向施加的預應力能減少路堤總沉降，縮短工后沉降穩定期，提高路堤的承載力。
  13. 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。
  14. A formula of n = can be used to calculate the residual salt marsh area outside the seawall when reclaiming, in which m means the new reclaiming area of the salt marsh, p means the prograding rate of the salt marsh, n means the ecology recovering period which is equal to the interval between two reclaiming along the same coast

    可以通過式子計算新圍海堤外側需要予留的鹽沼面積。式中， m為新圍面積， p為鹽沼增長速度， n為生態恢復周期（等於同一岸段兩次匡圍的時間間隔） 。
  15. With a suggested displacement model, this dissertation takes the interaction of soil and piles into consideration and derives an analytical - function of compressive deformation of stabilized layer of composite foundation under embankment. analytical - functions are also derived of frictional resistance between pile and soil and of the pile - soil stress ratio

    本文在假設的位移模式下，考慮樁土相互作用，通過力學推導，得到了路堤荷載下復合地基樁側摩阻力、加固區樁間土壓縮量和樁土應力比的解析表達式。
  16. Therefore, tension tests of geogrids, pull - out tests between geogrids and expansive soils or sands, the related geotechical tests of soil " s properties, and model tests of soft ground improvement, were carried out for obtaining the engineering properties, quality index of geogrids, interaction parameters of friction characteristics between reinforcement and soils, and the affecting degree of factors influencing the lateral displacement ( pile ) rate during the construction of embankment filling with ( residual ) settlement considered restrictively

    本文以國內外大量研究成果為基礎，集中力量開展控制變形的特種土作填料的物理改良技術和加筋墊層在控制沉降軟基處理的作用研究，其核心是筋土界面相互作用關系。為此，進行了為確定土工格柵工程特性和尋找質量控制指標的拉伸試驗、筋土界面設計參數合理獲取的拉拔試驗及其配套土工試驗、軟基上路堤填築過程中坡腳的側向位移及其速率的影響因素的室內模擬試驗。
  17. There are two parts in this paper. the first part studies the deformation behavior of soft soil under embankment by laboratory model test. in the tests, we mainly considered a few factors, such as depth of soft soil, the magnitude and rate of loading, and its slope angle etc, which effected on the deformation of soft - soil foundation

    本文分為兩個部分，第一部分是通過室內模型試驗對路堤下軟土地基的變形特性進行了再認識，在試驗中考慮了軟土層的厚度、荷載大小和加荷速率以及軟土層的傾斜等幾個因素對軟土地基的側向變形和豎向變形的影響。
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