consolidation time 中文意思是什麼

consolidation time 解釋
固結時間
  • consolidation : n. 1. 鞏固,強化,加強;凝固;固結,壓實,滲壓。2. 【經濟學】統一,合併,調整(期)。3. 【醫學】變實,愈合;【植物;植物學】著生。
  • time : n 1 時,時間,時日,歲月。2 時候,時刻;期間;時節,季節;〈常pl 〉時期,年代,時代; 〈the time ...
  1. Different situations, single - pile raft, four - pile raft and nine - pile raft, are calculated with cpri. with the computing results, the variation of the raft settlement, pile counterforce, soil counterforce and pore pressure at different time are analyzed, which agree with the general rule and show the contribution of soil consolidation on the interaction

    本文利用cpri分別對單樁承臺、四樁承臺和九樁承臺的工作性狀進行了計算分析,模擬樁基的沉降發展過程和不同時刻土體中的孔壓、樁身荷載、承臺底面土體反力的變化,分析了群樁承臺的荷載在各樁頂的分佈。
  2. With the research object of overbank soft clay near the yiluo river, by means of pack drain to accelerate the consolidation of the soft ground and analysis of fourteen selected representative observation section, in the same time with the help of such testing apparatus as settlement plates, deflection inclinometer, piezometer, telescoping tube, my study not only evaluate the effect of pack drain ' s quickening up the consolidation of soft ground impersonalily and scientifically but also sum up the settlement disciplination of overbank soft clay after more than one years ? observation of settlement and stability continuously

    本文以伊洛河河灘相軟土為研究對象,利用沉降板、測斜管、孔隙水壓力計、分層沉降標等多種測試儀器,選取14個有代表性的觀測斷面,進行了一年多的沉降與穩定觀測。通過對觀測數據的分析,進而對袋裝砂井加速河灘相軟土固結效果進行了客觀、科學的評價,同時推算了沉降系數m _ s和固結度參數,並對河灘相軟土的沉降規律進行了分析。
  3. Based on the terszige and biot theory, initially analyze the economical of this experiment, directly save investment 22 % after compute. after that, computing the settlement of highway foundation, comparing the computing and survey value, the predict formula of vacuum - heaped load combining precompression for designing, this formula show that the distortion law of consolidation progress. at the same time, based on the position and room experiment, analyzes the intension transformation in soft soil and criteria of stabilization control

    在太沙基和比奧固結理論的基礎上,先分析了此次試驗的經濟性,經核算直接節約投資22 ,經濟效益十分明顯;隨后對真空堆載聯合預壓法加固軟土路基的沉降量進行了估算,並與實測值作對比分析,得出了真空堆載聯合預壓下的沉降量估算公式,能反映「真空」加固過程的變化規律;同時根據現場和室內試驗,分析了軟土強度的變化,以及給出並驗證了工后沉降控制標準。
  4. The curves of the consolidation settlement in soft clay base of flood land are gained, which compare the effect of sand drain. the settlement - time curves in different period are also gained, which increase the height of embankment to 8m, based on the test data of hang - yong highway. furthermore, the consolidation settlement characters of these entity engineering are analyzed, and, the variation rules of the rate of grade and degree of the curves in different period in the whole section, the maximal settlement and the liner regression relations between the rate of grade and degree are calculated

    本文利用大變形固結有限元分析程序( lscfea )中的小變形平面固結分析單元( sse2 ) ,結合實體工程項目進行了地基固結沉降的有限元計算,分別得出河灘相軟土地基在考慮砂井和未考慮砂井作用下的固結沉降曲線及杭甬高速公路試驗段在高堆載情況下的固結沉降曲線;並對以上曲線特徵進行了分析,得出各時間段曲線斜率、角度在整個斷面的變化規律,以及沉降最大值與斜率、角度變化之間的線性回歸關系。
  5. Write down down mistake, doubtful point, difficult point in studying in the ordinary time, take a look at at leisure often, borrow the consolidation here, having a mistake to must rectify, digesting

    把平時學習中的錯誤、疑點、難點記下來,有空時常看看,藉此有錯必糾,消化鞏固。
  6. At the same time, the applicability and error of different methods used in prefabricated plastic to calculate final settlement based on the field settlement data and to calculate percent consolidation were compared in this dissertation. the results could be a reference in choosing the method of calculating settlement and percent consolidation and to evaluate the error of results in other projects

    對目前根據現場實測沉降資料推算最終沉降的方法和常用的固結度計算方法在用於塑料板排水法時的適用性和計算結果的偏差規律進行了比較研究,可作為選擇計算方法和估計計算誤差的依據。
  7. According with the characteristics of pore water seepage and soil deformation, the 1 - d rebound anti - consolidation model is set up. then the anti - consolidation differential coefficient equation is deduced and the corresponding a nalytical solution is obtained. in succession using the above theory, the influence to effective stress area ratio of some factors, such as preloading time, surcharge ' s magnitude and the depth of vertical drain

    針對卸載后淺部地基孔隙水滲流和土體變形特性,建立了軟土地基一維回彈吸水固結模型,推導了吸水固結微分方程,並求出了方程的解,同時,給出了回彈變形計算公式。
  8. Test and research on sonic wave approach to decide consolidation time of grouted soil mass

    用聲波法判定注漿土體固結時間的試驗研究
  9. The corresponding programs in matlab language were presented for various operating mode computations. thus, the excess pore - pressure and void ratio distribution along space - time could be derived. the degree of consolidation, which could be expressed by excess pore - pressure or deformation, was derived for various operating mode and its ’ characteristics along space - time showed rules of warping soil consolidation under osmotic pressure

    應用matlab語言編制計算程序對各種工況的超孔隙水壓力消散、孔隙比隨時間和空間的變化進行了求解,對各種計算工況得到的以孔壓和變形表示的固結度的變化規律進行分析,說明滲壓體積力作用下淤填粘土的固結隨時間和空間的非線性分佈特性。
  10. Based on the test results of dynamic consolidation for the foundation of actual project, the influence of dynamic consolidation on soil ? s density, compressibility, collapsibility and so on is analyzed, and the project effect of dynamic consolidation on collapsible loess foundation is approached. at the same time, the effective influence depth is researched. lastly, the common calculation formulus of influence depth at home and abroad are assessed, and the quantitative range of influence coefficient for loess area in the western region of guanzhong is given

    根據實際工程地基強夯處理的試驗資料,分析了強夯對土體密度、壓縮性、濕陷性等性質的影響,探討了強夯法處理濕陷性黃土地基的工程效果及有效影響深度,評價了目前國內外幾種常用的影響深度計算公式的適應性,提出了適用於關中西部黃土地區的影響系數及其定量取值范圍。
  11. At the same time the leading bodies of our party at all levels and all party members must exercise more vigilance in the present situation and do their utmost to achieve the ideological, political and organizational consolidation of our party and of the armed forces and organs of political power under its leadership, in order to be ready for any emergency endangering the chinese revolution and to prevent unexpected losses to the party and the revolution

    同時,我黨各級領導機關和全體同志,應該提高對當前時局的警覺性,用全力從思想上、政治上、組織上鞏固我們的黨,鞏固黨所領導的軍隊和政權,以準備對付可能的危害中國革命的突然事變,使黨和革命在可能的突然事變中不致遭受意外的損失。
  12. At the same time, the paper deduces the essential character of the model, gets the solution of model parameters and discusses the problems during engineering application of the analysis model. ( 3 ), one dimensional consolidation theory of impeded boundary by linear loading is deduced for layered soil, which expands the consolidation theory of impeded boundary. afterwards, the paper discusses the application of the model for settlement data of layered soil

    分析了沉降數據模型的基本性質,得出了模型參數的解法,探討了沉降數據分析模型在工程應用中存在的常見問題; ( 3 )針對分層地基,推導了等速加荷條件下半透水邊界一維固結理論解,完善了半透水邊界固結理論,並討論了沉降數據分析模型在分層沉降數據分析中的應用問題; ( 4 )結合工程實例,闡述了沉降數據分析模型的應用。
  13. “ in five years ' time there will be consolidation and mega steel companies in china. ” ms chen says

    陳寧寧表示: 「 5年內,中國鋼鐵業將進行整合,並出現超大型鋼鐵公司。 」
  14. Bullwhip effect and system cost in time - based vmi consolidation replenishment system

    整合補貨模式的系統成本與牛鞭效應
  15. Firstly, by the method of laplace transform, one dimensional consolidation of one - layer gibson soils under time - depend loading is studied and the analytical solutions in frequency domain are obtained. on the basis of the solutions obtained and the computation through programming, the influence of some parameters and loading conditions on the consolidation behavior under trapezoidal, triangular and rectangular cyclic loading, is investigated. secondly, one - dimensional consolidation of one - layered gibson soils with semi - pervious boundaries is studied in this paper, and according to numerical examples, some characters of consolidation such as the effective stress and settlement in the soils under arbitrary loading are found

    首先運用了laplase變換獲得了單層gibson地基(壓縮模量隨深度線性增加的地基)在任意荷載下頻域內的一維固結解析解,通過laplace逆變換,基於以上解答用數值方法編製程序對單層地基在常見荷載(驟加荷載、緩加荷載、矩形波載、三角形波載)作用下的一維固結性狀進行了討論,並與傳統的太沙基理論進行了比較。
  16. Theory of self - organization in psychological systems mainly involving four core principles : recursion, emergence, consolidation, interdependence in different time scales

    自組織理論在心理系統主要強調4個特點,即重復性、突現、固化以及不同時間維度上的相互依存性。
  17. The self - weight of soil is an important factor affecting consolidation, and once it is taken into consideration, the consolidation becomes quicker and final settlement becomes larger. rheological property of soft soil contributes to delaying consolidation. the influences such as nonlinear variations of compressibility and permeability, rheological and layered properties of soil, self - weight and time - dependent loading are interacted each other and very complicated, and only they are all taken into consideration, can the consolidation behavior of soft soils be actually revealed

    研究表明:大、小應變固結理論的差異隨土壓縮性或荷載的增大而越趨明顯;土體自重是影響固結的一個重要因素,考慮自重要比不考慮自重固結快、最終沉降大;土的流變性增大將最終遲滯軟土地基的固結;土的壓縮性和滲透性的非線性變化、土的流變性、成層性、自重及變荷載等因素對固結的影響相互交織,錯綜復雜,在固結分析中對之綜合加以考慮,才能真實反映軟土的固結性狀。
  18. The larger and more comprehensive freight forwarders offer a full range of transportation and logistics services including warehousing, consolidation, air express, trucking, distribution and customs clearance, tracking and monitoring of freight being transported, and applying electronics data interchange technology to facilitate just - in - time based supply chain management

    較大型及較全面的貨運代理提供廣泛的運輸及物流服務,包括倉儲、集運、航空速遞、拖運、配送及清關、追蹤及監測已運出貨物的情況,以及應用電子資料聯通( edi )技術,推進以及時供貨為本的供應鏈管理等。
  19. The larger and more comprehensive freight forwarders offer a full range of transportation and logistics services including warehousing, consolidation, air express, trucking, distribution and customs clearance, tracking and monitoring of freight being transported, and applying electronics data interchange ( edi ) technology to facilitate just - in - time based supply chain management

    較大型及較全面的貨運代理提供廣泛的運輸及物流服務,包括倉儲、集運、航空速遞、拖運、配送及清關、追蹤及監測已運出貨物的情況,以及應用電子資料聯通( edi )技術,推進以及時供貨為本的供應鏈管理等。
  20. Centrifuge model test possesses the unique advantage that it can externalize time effect while other model tests can " t. on basis of the principle of centrifuge model test, consolidation time is 1 / n2 times of prototype " s, seepage time 1 / n3 times of prototype " s

    根據離心模型試驗的基本原理,可以推導出在離心模型上的固結時間是原型的1 / n ~ 2 ,離心模型上的滲流時間是原型的1 / n ~ 3 。
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