沉降能力 的英文怎麼說

中文拼音 [chénjiàngnéng]
沉降能力 英文
sedimentation capacity
  • : Ⅰ動詞1 (沉沒; 墜落) sink 2 (沉下 多指抽象事物) keep down; lower 3 [方言] (停止) rest Ⅱ形容...
  • : 降動詞1. (投降) surrender; capitulate 2. (降伏) subdue; vanquish; tame
  • : 能名詞(姓氏) a surname
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • 能力 : ability; capacity; capability
  1. Keywords : moisture distribution, bound water content, bonding energy, solid - liquid separation, gravitational sedimentation, filtration and expression, centrifugal separation, thermal pyrolysis, and resource reuse and utilization

    關鍵詞:水份分佈、結合水量、水份鍵結、固液分離、重、過濾壓榨、離心分離、無氧熱分解、資源回收利用。
  2. Certificated product of ministry of electricity, is adopted the latest technique integrated settling method, coacervation, vacuum separation, absorption, centrifuge method, pressure filtration with string capacity of demulsification, dehydration, degassing, impurity removal

    該機採用最新工藝,融合重法凝聚法真空分離法吸附法離心分離法壓過濾法的優點於一體,具有很強的破乳化脫水脫氣除雜質的
  3. An aircraft flying through a microburst may first encounter an increasing headwind and lift, then a downdraft from above the aircraft, followed by an increasinig tailwind and sink

    飛越微下擊暴流的飛機可首先會因逆風增強而浮增加,隨即遇到上空的下氣流,繼而因順風增強而
  4. This paper focuses on the problem of semi - infinite elastic body filled with the material which behaves differently in tension and compression. the contents include : ( 1 ) the solution of elasticity theory for the material incapable in tension is established by introducing heaviside function ; ( 2 ) the solution of elasticity theory with different modulus in tension and compression is established based on the solution of elasticity theory for the material incapable in tension and mindlin ' s solution ; ( 3 ) the solution of elasticity theory with different modulus in tension and compression is employed to analyze the stress of pile foundation ; ( 4 ) the solution of elasticity theory with different modulus in tension and compression is employed to analyze the settlement of pile foundation

    本文考慮材料的拉壓性不同的特點,對半無限空間內部作用豎向集中問題進行了新的研究,做了如下工作: ( 1 )引入heaviside函數,建立了不承受拉應材料的彈性理論解; ( 2 )基於不承受拉應材料的彈性理論解和mindlin解,建立了拉壓模量不同材料的彈性理論解; ( 3 )將拉壓模量不同材料的彈性理論解應用於樁基應分析; ( 4 )將拉壓模量不同材料的彈性理論解應用於樁基分析。
  5. Many survey data refer to mortal down load and sedimentation be produced due to the negative friction in pile foundation. the inequable sedimentation endanger the pile foundation greatly

    國內外一些實測資料表明樁基礎在使用階段負摩擦產生非常大的下拉荷載和,尤其產生的不均勻對基礎危害最大。
  6. When the particles become very large and are removed by gravitational settling, then another burst of nucleation can occur.

    當粒子變得很大時,由於重而除去,然後,可發生另一個突現的核化作用。
  7. The effects of substitution degree on retrogradation and anti - mycotic were less

    取代度的變化對性和抗黴菌影響不大。
  8. The effects of substitution degree on paste viscosity, clarity, freeze - thaw stability, retrogradation, gelatinization difficult or easy degree, salt tolerance, sucrose tolerance and anti - mycotic characteristics of colocasia esculenta schott starch phosphate ester were studied

    摘要研究了香芋澱粉磷酸脂的糊粘度、透明度、凍融穩定性、穩定性、糊化難易程度、耐糖、耐鹽和抗黴菌
  9. The results showed that compared with the colocasia esculenta schott starch, the starch phosphate ester had properties of easier gelatinization, higher clarity, better retrogradation, freeze - thaw stability and anti - mycotic characteristics improved, and paste viscosity decreased

    結果表明,與原澱粉相比,香芋澱粉磷酸酯更容易糊化、透明度高、穩定性好、凍融穩定性和抗黴菌有所改善、糊粘度減小。
  10. In this thesis, studies are focused on as follows : ( 1 ) based on analyzing the general transfer - matrix, the conception of the generalized double layer soil model is proposed, and the transfer - matrix ( r ) of half - infinite elastic mass is introduce - d to the analytic expressions of stress and settlement under the uniform circular, rectangular and strip vertical loads in multi - layered soil ; ( 2 ) according to the analytic expressions of the additional stress and settlement under unifo - rm circular in multi - layered soil, rectangular and strip vertical loads, the programs are develop - ed to resolve and debugged. the results show that the programs are correct ; ( 3 ) through calculating the coefficient of additional stress on the central axis of uniform circ - ular vertical loads, under the corner point of the uniform rectangular vertical loads, and on the central axis of uniform strip vertical loads, and the settlement on the center of uniform circular vertical loads and uniform rectangular loads in double - layered soil, the characters of stress and settlement are discussed ; ( 4 ) a case, as an example, is studied with different calculation methods, such as traditional theory, fem. the results obtained are compared

    本文在已有研究成果的基礎上進一步開展了以下幾方面的研究: ( 1 )在對層狀地基傳遞矩陣法中的總傳遞矩陣分析的基礎上,提出了廣義雙層地基模型的概念,並把半無限體的傳遞矩陣r引入到多層地基在圓形垂直均布荷載、矩形垂直均布荷載及條形垂直均布荷載作用下附加應的解析式中; ( 2 )根據多層地基在圓形荷載、矩形垂直均布荷載及條形垂直均布荷載作用下附加應的解析式,編制了程序,調試通過並驗證了其正確性; ( 3 )通過對雙層地基圓形垂直均布荷載中心軸線上的附加應系數和荷載中心,矩形垂直均布荷載角點下的附加應系數和荷載角點及條形垂直均布荷載中心軸線上的附加應系數進行的計算,探討了雙層地基中的附加應特性; ( 4 )應用本文的層狀地基體系理論對一個工程實例進行了計算分析,並與傳統的計算方法的計算結果和有限單元方法的計算結果進行了對比分析,結果表明利用層狀地基理論計算更反映地基中附加應分佈的實際情況。
  11. Pile - net composite foundation has some merit in building up the reinforcement of composite foundation simultaneous in vertical and horizontal directions, in enhancing the bearing capacity of foundation soil, and minishing the non - uniform settlement, especially controlling the phenomenon of vehicle dumpping on bridge head in the foundation treatment of transitional segments which is proved by practice

    摘要實踐證明,樁網復合地基同時具備豎向增強體復合地基與水平向增強體復合地基的加固優點,很好地提高地基土體承載,減小不均勻,特別是橋頭過渡段地基處理中有效控制「橋頭跳車」現象的產生。
  12. When sn2 + concentration in the bath is lower, sn2 + activity is not enough causes slow deposition rate and slow growth rate of crystallizing nucleus, so crystalline granularity deposited is smaller ; when sn2 + concentration in the bath is higher, the dispersive ability of the bath decreases and the surface quality of the deposits sets worse

    鍍液中sn ~ ( 2 + )濃度較低時,離子活度不夠,積速度慢,晶核成長速度慢,使積的晶粒粒度較小; sn ~ ( 2 + )濃度過高,鍍液分散低,使鍍層的表面質量下
  13. ( 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:加筋土體有效地限制路堤的側向位移發展,減小變形量;軟基路堤的側向位移較大,將顯著地增大路堤的變形;軟基上加筋土墊層中產生的拉應最大;加筋砂礫土路堤在振動荷載作用下動變形反應較小,具有良好地動穩定性。
  14. Dmm, which is another form of foundation consolidation, can increase the carrying capacity of soft soil and decrease the settlement and enhance the slope stabilization effect. the consolidation principle and construction techniques of dynamic consolidation method and dmm are quite different from each other

    水泥土深層攪拌法( dmm , deepmixingmethod )是用於加固地基的另一種形式,利用深層攪拌法可以達到增加軟土地基的承載,減少量,提高邊坡穩定性的功效。
  15. The technology, which is developed on the basis of perfora ting techniques for oil wells and cement injection techniques, can not shoot thr ough the frozen pipe wall at predetermined ground location using energy - gatheri ng - blasting techniques, but also consolidate shaft wall rock by cement injectio n and filling along the frozen pipe and perforated hole s trajectories, achievi ng leakageproof of shaft walls and reducing vertically - added force

    它利用聚射孔爆破技術,在預定地層位置將凍結管射穿,同時在地面利用凍結管及射孔彈道對特定地層進行注漿充填加固,既可實現井壁堵漏,又減少由於地層對井壁的垂直附加
  16. Then, the effect of heavily doped boron on ig of czochralski silicon was also investigated. it is found that no dz ( denuded zones ) were observed in the hb samples subjected to high one - step temperature, ramping annealing respectively. for conventional high - low - high three - step ig annealing, the dz becomes narrower and bmd density is higher in hb samples than that in lb samples, as a result of hb enhancing oxygen precipitation

    結果顯示,單步高溫熱處理時重摻硼樣品不形成潔凈區;溫退火中,溫速度較為緩慢( 3 / min )時生成一定量的氧澱,但沒有潔凈區形成;普通高?低?高三步熱處理過程中,形成明顯的潔凈區,但相對輕摻樣品而言,潔凈區較窄,氧澱密度明顯偏高,說明重摻硼樣品吸雜強。
  17. 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,其不但考慮應歷史外,而且計入土體側向變形甚至土體非線性特性; ( 5 )路堤計算無單元法應用研究。
  18. A knowledge of soil mechanics is essential, since this will give an idea of the likely settlements.

    學的知識很重要,因為土學知識將使人們對可發生的有所了解。
  19. Ground compaction job is a important foundational project of earthwork construction water power engineering civil engineering and city planning engineering etc. good compaction can evidently improve ground ' s carrying capacity and stability and can reduce or remove the subside of the base, so that every project in using have a very steady base

    基礎壓實作業是土工建築、水工建築、道路工程、市政工程等建設中一項非常重要的基礎性工程。基礎經過良好的壓實,夠顯著改善其承載和穩定性,低甚至消除地基的,從而使各項工程在其使用期間有非常穩固的基礎。
  20. Pile and raft take the load of buildings together. it possesses good whole, high vertical capacity, small settlement of foundation and well performance of balancing differential settlements. it could bear large wind or seismic induced horizon load, and could have large capacity of resisting inclination

    樁筏基礎同時具有樁基礎和筏板基礎的優點,樁一筏共同承擔建築物的荷載,它具有整體性好、豎向承載高、基礎小、調節不均勻沉降能力強的優點,同時可以承受風荷載或地震荷載引起的巨大水平,抗傾覆強。
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