沉降機 的英文怎麼說

中文拼音 [chénjiàng]
沉降機 英文
putting down machine
  • : 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
  • : machineengine
  1. The factors mainly include soil acidifying, higher organic matter content in the soil, lead of precipitum in the air and the processing of the tea leaves in the factory

    這些來源主要包括:茶園土壤酸化和較高的有質含量,大氣物中的鉛和茶葉的加工過程。
  2. While working, the air with dust enters into the sedimentation chamber via wind entrance, dust with large size granule will fall because of sudden expand of the aeriform cubage, then the air will pass the water area of arc boards of the two sides to stir the water. then air with dust will be mixed with water forming water curtain at the exit, fine powder will be collected, purified air will be discharged by blower fans via breakwater and wind exit

    工作時含塵空氣從進風口進入室由於氣體的體積驟然膨脹,大顆粒粉塵集下來,然後空氣經過兩側弧形板間的水域並將水攪動含塵空氣與水充分混合在出口處形成水幕,較細的粉塵捕集下來,凈化后的空氣經擋水板和出風口由風排走。
  3. 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

    採用最新工藝,融合重力法凝聚法真空分離法吸附法離心分離法壓力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能力。
  4. Then, by using the great fem programme and the drucker - prager model, the thesis establishes the pile - soil model of super - long piles, analyzes the mechanism of bearing and deformation of super - long piles under vertical loading systemically, studies the characteristics of q - s curve, bottom resistance, pile shaft resistance and critical length of super - long piles in detail, acquires some practical guidance conclusion. secondly, with a practical engineering, the author expatiates the bearing characters of super - long piles farther. the thesis points that super - long piles are frictional piles under the condition of working loading

    然後應用大型有限元程序,採用土的drucker - prazer模型,建立了超長樁分析計算的樁土模型,系統分析了超長樁在豎向荷載作用下的承載理和變形特性,研究了超長樁的荷載?特性,端阻、側阻的發揮性狀以及超長樁的有效樁長,得出了具有實際指導意義的結論。
  5. Lw decanter solid - bowl scroll discharge centrifuge

    臥式螺旋卸料離心
  6. 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可能首先會因逆風增強而浮力增加,隨即遇到上空的下氣流,繼而因順風增強而
  7. This paper summarizes the recent developments in technique and product of computerized circular knitting machine in the world, including its electronic needle selection and the sinkes, muti - color striping, garment length and intarsia knitting technology and so on

    摘要文章綜述了世界主要電腦圓緯製造廠商近年來在技術和產品研發方面的動態,其中包括電子選針與選片、電子多色調線、計件衣坯和嵌花編織技術等。
  8. As the commonly used foundations in the bridge engineering, large - diameter bored piles have many advantages, such as high bearing capacity, good stability, little and homogeneous vertical settlement, facility for mechanician construction and good applicability

    樁基礎是一種常用的橋梁基礎型式,具有承載力高、穩定性好、量小而均勻、便於械化施工及適用性強等特點。
  9. The pelagic - benthic coupling is realized by the deposition of phytoplankton and poc into the detritus and the transportation of nutrient elements from the bottom to the pelagic

    水層和底棲生態系統的耦合是通過浮游植物與顆粒有物的積物中營養鹽的再懸浮來實現的。
  10. The characteristics of high pressure gyratory sprayed pumping discusses is presented, which is applicable in wide range of scope and ground layers, convenient for construction, long durability, wide source of materials. mechanism for subgrade strengthening : complex foundation of cement solid and earth between piles was formed by pulsant load of flowing pressure and spraying flow, water wallop, cavitation phenomenon, water wedge effect, extrusion force and air flow agitation etc so as to enhance foundation bearing force and reduce settlement and deformation

    高壓旋噴注漿技術具有適用范圍、適用地層較廣,施工方便,耐久性好,材料廣闊等特點;其加固地基理主要是通過流動壓、噴射流的脈動負荷、水塊的沖擊力、空穴現象、水楔效應、擠壓力、氣流攪動等效應形成水泥固結體與樁間土的復合地基,從而提高地基承載力,減少變形。
  11. Differential flocculation was proposed as the mechanism to explain these observed variations in setting rates with salinity.

    有人提出用差異凝聚作用的理來解釋所觀察到的速度隨鹽度變化的原因。
  12. The hydraulic gradients of settling slurry flow transported in three kinds of moving states, i. e. suspension, saltation, or partially suspension were investigated, based on analyzing the changes of solid particles and water in momentum, velocity and their mass related to momentum exchanging over the acceleration period of the solid particles

    從固體顆粒加速期間清水與固體顆粒的速度變化、動量傳遞、相關質量等基本問題分析入手,研究了性漿體在水平管道內流動時其固體顆粒在3種流動狀態下的水力坡度,提出了性漿體在水平管道內流動的理模型,進而用該模型對一些輸送條件下的性漿體的水力坡度進行了計算。
  13. Sinkers for single face tricot machines ; terms and definitions

    單面經編片.術語和定義
  14. Ss three column manual top discharge centrifuge

    Ssc三足式離心
  15. That is, the partially penetrating sand drain ground is viewed as the double - layered ground, and its consolidation is analyzed with 1 - d consolidation theory, through the transformation from 3 - d consolidation to 1 - d consolidation in the region of sand drain. this can overcome the disadvantage that the excess pore water is discontinuous between the region of sand drain and under - lying soft layer. to the double - layered ground, based on the consolidation mechanism under surcharge, the excess pore water pressure calculation formula is deduced under the condition of multilevel equably loading or unloading, which perfects the consolidation theory

    然後,在充分考慮豎井區井阻、塗抹作用以及土體結構損傷破壞對固結影響的基礎上,將未打穿豎井地基合理地轉化為雙層地基,按一維固結理論計算,克服了傳統固結計算方法在豎井處理區與下臥層交界面處存在孔壓間斷的缺點;在此基礎上,從超載預壓法的基本原理出發,分析了雙層地基超載預壓固結、沉降機理,推導了多級等速加、卸載情況下雙層地基的固結計算公式,進一步完善了雙層地基固結理論。
  16. Secondly, in combination with basic physical experimentation of the henan item “ study on embankment settlement mechanism and development rule for highway in the silt soil region ”, the mechanics speciality of silty soil is completely cognized and realized, through the laboratory experimentation of three kind of classical silty soil in puyang city. the experimentation include laboratory physical mechanism test, static compaction test, direct shear test, permeability test. and also analysis the influence of water content on soil ’ s shear strength, permeability and other mechanism character

    其次,結合河南項目「粉砂土地區高速公路路基沉降機理及其發展規律研究」課題的基本物理試驗部分,通過對濮陽市三種典型的粉質土的室內物性力學性質試驗、標準擊實試驗、直接剪切試驗、滲透試驗等一系列試驗研究,對粉質土的各力學特性進行全面系統的認識和了解,分析了含水量對粉質土的抗剪強度、滲透性等力學性質的影響。
  17. Based on some calculation methods on transverse ground settlement, the mechanics of ground settlement caused by shield tunnel construction are discussed. in combination with the shield driven section from xuanwu gate station to new mofan road station of nanjing metro, the monitoring data are analyzed. mainly zone and the subordinate zone of ground settlement caused by shield tunneling is summed up, and the influence zone are definite

    2 、通過對盾構推進產生地表沉降機理的論述,在總結了各種理論計算方法的基礎上,結合南京地鐵玄武門新模範馬路區間的實際情況,實測了大量的橫斷面數據,並進行分析研究,得出了盾構推進對地表影響的主區域和次區域,明確了盾構推進時對橫向地表的影響范圍,研究結論具有很好的社會效益和經濟效益。
  18. In this dissertation, the consolidation and settlement mechanism of thick structural clay improved with partially penetrated vertical drains and partially penetrated mixing cement piles, is discussed. and the choose of the reasonable treatment method is analyzed. first, the experimental study on the structure property of thick wenzhou clay is carried out

    本文從研究軟土的結構性入手,探討了深厚軟土未打穿豎井和水泥攪拌樁地基的固結和沉降機理;並對深厚軟土地基處理方法的合理選擇作了分析。
  19. Study of land subsidence caused by from groundwater lowering during deep foundation pit excavation

    深基坑開挖水導致地面沉降機理研究
  20. Reserch about settlement prediction has been carried out abroadly and profoundly by the scholars all over the world, which as a result gains a lot. but the mechanism of the soil settlement is very complicated since the settlement is influenced by the loading and the soil properties are so complexed

    近幾十年來,各國學者在地基預測領域內開展了大量深入廣泛的研究,取得了大量成果,但是由於軟土自身工程特性極為復雜,加上上部荷載與上部結構的影響,使得軟基土層沉降機理變得十分復雜。
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