挖面 的英文怎麼說

中文拼音 [miàn]
挖面 英文
face
  • : 動詞(用工具或手從物體的表面向里掘取) dig; excavate; scoop
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  1. This thesis tries to solve the problems in the design and construction of jinping cascade 2 hydropower station. a typical section is selected to analysis seepage, seepage control and fem numerical simulation. the influence of different plans of excavation and support on seepage field of subsurface water and stability of adjoining rock are studied. the homologous support pattern is suggested according to the research results

    本文就錦屏二級水電站(一期)深埋長隧洞的設計和施工中臨的一些問題,選取隧洞的一個典型斷進行滲流、滲控分析和開及支護的有限元數值模擬,從而就深埋隧洞不同的開及支護方式對地下水滲流場及圍巖穩定性的影響和所應採取的支護措施等方進行了探索、研究。
  2. At the same time, the problem from the concrete cracking is effectively solved through the measures such as enhancing the quality of the excavated surface, adjusting the admixing ratio of fly - ash in the concrete, and lowering the temperature rise of the hydration heat

    同時通過提高開質量,以及調整粉煤灰摻量以降低水化熱溫升等措施,有效地解決了混凝土裂縫問題。
  3. In most cases, extracting oil involves chopping down the forest that blankets the region, draining the boggy ground, stripping off the topsoil and literally digging up the oily sand below

    在大多數情況下,要從油沙中提煉出石油需要先把覆蓋該地區的森林砍掉,排乾地的水分,去掉表層土然後當然就是把地下的油沙出來。
  4. From the textual expounding of the " wolf totem ", it is held that for the works taking " totem " as the prototype, the true meaning of the literary criticism is to comprehend the essence of the totem culture, to figure out the substantial meaning and value orientation of the works contained in the totem, to clarify the contradictions and puzzlement in the course of the formation of the totem, to examine the main body of creation and main body of works, and receive the soul analysis and introspection of the spiritual totem faced by the main boxy in anticipation of revealing the secret of totem and seeking the way to the spiritual essence of works

    摘要從《狼圖騰》的文本解讀出發,認為對以「圖騰」為原型的作品而言,文學批評的真諦在於對其圖騰文化的實質的解讀與闡釋;掘作品蘊涵于圖騰之中的本質意義和價值趨向;梳理在圖騰形成過程中的矛盾與困惑;審視創作主體、作品主體和接受主體對精神圖騰的靈魂剖析與自我反省;以期揭開圖騰的隱秘,探尋通往作品精神實質的路徑。
  5. Mr. bennet was so odd a mixture of quick parts, sarcastic humour, reserve, and caprice.

    班納特先生是個古怪人,他一方喜歡插科打諢,愛苦人,同時又不茍言笑,變幻莫測。
  6. It is a orient - subject, integrating conformance gather and come into being by processing data in cleanout, change, loading. it supports integrate, uniform, accurate data for data mining. the data warehouse saves account message from customers and relation data of competitions

    數據倉庫是一個向主題的,集成的,時變的,非易失的數據集合,它是將各種數據通過清洗、轉換、裝載過程而形成的,它為數據掘提供完整、統一、準確的數據。
  7. Secondly, to consummate the theory of fault to lay a more solid foundation, the article carried a comprehensive and thorough excavation on the coeval historical condition and cultural sources of each theory of fault lack of feelings. third, the article explained that because the theory development and the practice need, taking feelings into the theory of fault is urgency and necessity. at last, the article analyzed the contemporary scholar of criminal law failure in taking feelings into theory of fault, and had pointed out the road bring feelings into theory of fault

    本文首先通過三個層次的分析,表明了傳統罪過理論的不足之處,以及情感因素在傳統罪過理論分析中的尷尬處境;並對各個歷史形態的罪過理論的形成及其情感因素缺失的歷史條件和思想文化淵源進行了比較全和深入的掘,以探源把脈,以能為進一步完善罪過理論奠定一個比較堅實的認識基礎;然後,說明了由於理論的發展和實踐的需要,罪過理論中納入情感因素的迫切性和必要性;最後,文章具體分析了當代刑法學者為將情感因素納入罪過理論所做努力之所以失敗的原因,進而提出了筆者自己對這一理論問題的解決方案。
  8. ( 2 ) according to the forming model of the deep pull cracks, they can be divided into three classes pulled cracks -, pressed cracks and sheared cracks. ( 3 ) based on the two - dimensional and three - dimensional finite element methods. the following results can be affirmed : in the slope excavating process, the base surface will rebound in the direction of the excavating surface ' s excerior normal. the maximal displacements of the left and right bank are + 3. 6cm and + 2. 4cm ; the arch abutment will rebound in the direction of the river valley, the maximal displacements of the two bank are + 3. 5cm and + 2. 2cm ; the upstream and downstream surface will rebound in the direction of the normal direction. the maximal displacements are + 2. 1cm and + 1. 7cm. ( 4 ) the natural slope is stable

    ( 3 )通過二維及三維有限元分析得知,左右岸拱肩槽邊坡在開過程中,開主要表現為朝開挖面外法線方向發生回彈,左右岸最大位移量分別為+ 3 . 6cm 、 + 2 . 4cm ;拱端主要表現為向河谷方向發生側向回彈,左右岸最大位移量分別為+ 3 . 5cm 、 + 2 . 2cm ;上下游坡主要表現為向臨空方向的回彈,左右岸最大位移量分別為+ 2 . 1cm 、 + 1 . 7cm ;開使巖體產生由卸荷回彈導致的傾倒拉裂現象。
  9. A 2 - d hydrodynamic - numerical model was applied to typical rocky rapids called jiyutan by comparing different computational models. based on the comparison of different schemes, the change of the discharge and the flow current in a branch were analyzed, and the relationship between the flow condition and excavation area, scope as well as mode was discussed, the conclusions show : ( 1 ) in a branching rocky rapids, the velocity may be reduced and flow condition can be improved by excavating one channel partly

    本文在對各種數學模型比較的基礎上,應用二維水動力數學模型研究典型石質汊流灘? ?廣西潯江鯽魚灘航道整治工程方案,通過各方案計算結果比較,分析了不同汊道的開及汊道內不同開挖面積、開范圍以及開方式所引起的分流比及工程區域航道水力條件的變化規律,研究結果表明: ( 1 )對于石質汊流灘來說,在某一汊道通過局部開河槽,擴大過水斷積,可以達到降低工程段流速、改善局部水流條件的目的。
  10. On the other hand, the velocity may also be increased by excavating another channel, which should be treated cautiously. ( 2 ) the change of flow rate in a typical branching rocky channel is related to excavation area scope and mode. more excavation area scope and width, more increase in flow rate

    ( 2 )石質汊流灘汊道分流比的變化一般與汊道的開挖面積、開范圍以及開方式等因素有關,即開挖面積越大,則分流比增加越多;開范圍越廣,分流比增加越多;相同開挖面積情況下,寬淺開比深窄開對分流比的影響要大。
  11. Since the shallow depth excavation is the main factor to cause ground settlement in shenzhen subway tunnel, this paper discusses some corresponding countermeasures including the improvement of ground property, appropriate draining of groundwater, scheduled excavation depth and width, etc, to control strata distortion and surface settlement, and argues that these measures are expected to effectively control surface settlement while constructing city subway in soft ground excavation

    摘要針對深圳地鐵淺埋暗隧道施工中影響地表下降及地層變形的因素,提出了遵循「十八字」原則、改善土體特性、適度排放地下水、根據地層條件選擇施工方法、增大左右線隧道開挖面的距離、合理確定開進尺、提高施工效率、加強初期支護、及時施作二次襯砌等對策。
  12. The main achievement has been obtained as follows in the paper : ( 1 ) most of class no. i and ii structure plane of the slope is steep dip and is more steep than the man - made slope, class no. i and ii structure plane do not compose latent local unstable block

    論文研究成果如下: ( 1 )邊坡、類結構以中陡傾角為主,且大多數大於邊坡開坡角。通過野外調研和理論分析,闡明工程邊坡開挖面附近, 、類結構相互未組合成不利塊體。
  13. By simulating the excavation course of foundation pits and starting with the change of stress field, the regularities of remanent strength and static earth pressure of viscous soil mass under excavated plane are analyzed so that the influence depth due to soil mass excavation unloading may be determined

    摘要模擬基坑開過程,由應力場變化方入手分析開挖面以下粘性土體殘余強度和靜止土壓力的規律性,以期確定土體開卸荷的影響深度。
  14. Through the analysis and calculation the conclusion can be made that during the process of the timbering of excavation, the magnitude of soil stress decreases with the increase of the displacement on the base of the still earth pressure, and the earth pressure distribution varies from the triangular distribution of the still earth pressure to other distribution with the displacement of the timbering structure. the thesis introduces the bedding coefficient in the horizontal direction varying with the soil displacement from soil - structure interaction mode, therefore calculation can be made to get more rational calculation result using elastic foundation finite element method which is the same to timbering structure both upwards and under excavation surface

    通過分析計算可以得出,在基坑支護過程中,土壓力的大小在靜止土壓力值的基礎上隨支護結構向坑內側位移增大而減小;土壓力的分佈由靜止土壓力的三角形分佈隨支護結構位移變化成其它分佈;由土-結構共同作用模式引入隨土體位移變化的水平向基床系數,使支護結構在開挖面以上部分同以下部分一樣,均可採用彈性地基有限元法進行計算,得出更為合理的計算結果。
  15. Compared with the traditional numerical method, the numerical manifold method need not calculate the released load on excavation face, need not prepare special element for unloaded material part ; simple mathematic grid can meet the arbitrary course of excavation ; so it is more convenient and effective ; at the same time, high - order manifold method has better precision for excavation

    相對于傳統數值方法,數值流形方法在模擬開時不用計算開挖面上的釋放荷載,不用為卸除的材料部分準備專門的單元,簡單的數學網格可以適應任意的開過程,使其對開的模擬更加簡便和有效,同時高階的流形方法對開問題具有較高的求解精度。
  16. Under the effect of instantaneous blasting shock wave, the reliability of lining is affected. the influence on existing tunnel relates to amount of dynamite, tunnel space, area of vvok face and rigidity of round rock

    在爆破沖擊波的瞬間作用下,既有隧道襯砌安全性將受到影響,裝藥量、隧道間距、開挖面積、圍巖軟硬程度都與爆破沖擊對既有隧道的影響有關。
  17. Through site monitor and numerical simulation result, technical measure and parameter optimization were given from foundation stability ; inject slurry ; controlling soil pressure, which mitigate the influence on the structure to least. the best shield construction condition was given at the end

    通過現場監測與數值模擬分析,本文從預加固措施、襯砌背後注漿、開挖面土壓力、盾構推進速度、盾構姿態等方提出盾構穿越結構物過程中施工技術措施和參數優化及匹配,使推進中對周圍地層、地、既有結構物的影響最小,得出了最佳盾構推進狀態。
  18. The famous project of gas transiting west to east and the cross - river tunnel of huangbu river in shanghai also will be constructed with this technique, which is under the plan. among the shield tunneling methods, up to now, earth pressure balanced shield tunneling ( epbs ) is the most universal type, and it is very certain that the epbs method adopt to our country increasingly. the key factor to success in epbs is converting the muck which is lack of fluidity excavated from the cutter face to the plasticity soil. but when the shied tunneling machine advancing, it is considerably difficult to reach this requirement because of the ground soil condition, which is consist of stiff clay, silt, weathered rock, and so on

    近些年來我國城市地鐵建設迅速發展,盾構施工法作為一種安全而又環保的施工方法得到了廣泛的使用,另外在黃浦過江隧道,西氣東輸的穿黃隧道等工程也在使用盾構隧道施工技術。這其中土壓平衡式盾構在我國的使用最為普遍,成為地鐵隧道施工技術的主流。土壓平衡式盾構施工成功的關鍵是要將開挖面切削下來的土體在壓力艙內調整成一種「塑性流動狀態」 。
  19. Particularly four following respect problems of main research of this thesis : first, excavating and optimizing of the road bed and the slope protect, on the basis of influence factor analysis and the slope design principle by the expressway of mountain area of limestone, we excavate the model of optimizing after putting forward the road bed which is suitable for the expressway of mountain area of limestone, through employ this optimize model, we can reduce the amount of road bed excavate, thus maximum reducing slope excavate destruction to environment and pollute ; according to limestone mountain area expressway characteristic of the cutting slope, we use the law of finite element and rmr of revision carry on stability analyze and appraise to their side slope ; combine the limestone rock body characteristic of mountain area, we have analyzed the corresponding side slope safeguard procedures

    論文主要研究了以下四方問題:第一,路基開優化。在分析石灰巖山區環境特徵的基礎上,探討了石灰巖山區路線設計的原則與方法;在應用有限元數值分析方法對邊坡的開穩定性進行分析的基礎上,提出了陡開強支護的石灰巖山區高速公路的路基開方式,並建立了填平衡,開挖面積最小的石灰巖山區高速公路的路基開量優化模型;結合石灰巖山區巖體特性,探討分析了相應的邊坡防護措施。第二,土石方處理及自然水系調治恢復。
  20. Severe protests from local residents living along mrt routes during the route alignment coordination caused a two - year delay to the proposed schedule for the hsingchuang line. therefore, to reduce the extent of tunneling is a key consideration in the long - term planning of mrt routes. other downsides to the single tunneling method are that it requires longer construction time, and that two break throughs from the tunnel to the work shaft involve a higher construction risk

    另因採用單孔潛盾隧道須鉆掘上、下行隧道,除施工時程較長外,且兩次破鏡將增加施工之風險,故有鑒于潛盾機之技術日新月異,國外已有採用多圓形潛盾工法( mf工法)之成功案例,此除可減少用地徵收補償之困擾外,且可減少隧道開挖面積進而減少棄土所造成之問題。
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