明坑法 的英文怎麼說

中文拼音 [míngkēng]
明坑法 英文
open pit mining
  • : Ⅰ形容詞1 (明亮) bright; brilliant; light 2 (明白;清楚) clear; distinct 3 (公開;顯露在外;不隱...
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
  1. Alerted by the strange situation and with the intention of finding out about the secrets of the lost mine valley, necromancer and mentor xardas discovers our hero in the temple, reanimating him

    由於死靈師薩爾達斯注意到所發生的奇怪情形,以及想要查失落的礦山谷之秘密的緣故,他找到了在大殿里的英雄,並且使他恢復了生氣。
  2. Based on nonlinear finite element theory, stress and deformation behaviors are analyzed after ground stabilization and foundation pit reinforcement with deep mixing method. by comparison of the conditions of treatment and non - treatment of two examples respectively, the results indicate that the match ratio scheme used for deep mixing method is more ideal when soft clay is stabilized in this area of fuzhou in the thesis. this scheme not only can fully utilize industrial waste material, but also can economize construction cost

    對于加固土的工程特性,本文以非線性有限元理論為基礎,模擬分析水泥攪拌樁加固地基和基支護加固的應力和變形情況;通過兩個例子分別在有處理和無處理情況下的對比,利用固化劑最佳摻入比來設計地基處理方案,並運用非線性有限元方計算出土體內大小主應力的分佈情況以及變形情況,結果表本文所得出的配合比方案用於深層攪拌樁來對福州地區軟粘土進行地基加固時還是比較理想的,這樣不僅充分利用工業廢料,還可節約工程造價。
  3. Monitoring technology of open deep excavation foundation work of nanjing metro

    南京地鐵深基工程監測技術
  4. So, i think that if the first emperor of qin dynasty was alive, he would not going to set all confucian books on fire, but need to learn from bin laden, that kind of terrorism, to cut all network cable underwater. that will be a smart choice

    所以,我想,假如秦始皇活在當今,他應該也不會使用焚書儒的傻做,而應該學習本拉登的恐怖主義精神把那一條條海底光纜剪爛,那才是智之選。
  5. Practices show that the compressive strength, the modulus of elasticity, the permeability coefficient and the compactness of concrete obtained respectively by the compaction method, the unconfined compression static compaction method, the sand trenching and filling method, and nuclear densimeters meet the requirement of design, and the mixing proportion of concrete of the side - wall is reasonable

    實踐證施工中用擊實、無側限抗壓靜力壓實、挖灌砂及核子密度儀分別檢測出的邊墻混凝土抗壓強度、彈性模量、滲透系數和密實度值均滿足設計要求,邊墻混凝土配合比合理。
  6. Through a case study, the author introduced the structure in design, construction technology and procedure, and some technique measures and notes that are used in injection - anchor support in foundation pit

    摘要通過噴錨網在基工程支護成功的實例,說噴錨網支護在結構設計、施工工藝流程和技術等方面應採取的措施和注意的事項。
  7. Five years of experiment has shown that they are particularly effective in punishing those who have committed crimes that are difficult to be discovered, who have intentionally set traps to cheat others, and who have played dirty tricks

    經過5年測試,該方對那些:有罪行難證、故意設局人、騙人、心中有「鬼」的人,懲處效果特別顯。
  8. Applying the principle and research method of cultural anthropology, this paper analyzes natural and cultural background, settlemental model, prototype of architecture, character of prototype, identity of space through the hakka house of huang family in kengzi town as a sample which is typical of hakka local - style dwelling. then concludes that relations between settlemental model and social organization of the huang family and indicates that the surrounding house - form is typical not only as a unique dwelling form, but also embodies their social formation of " living in compact communities " of hakka architecture

    本論文以梓鎮黃氏宗族客家住屋這一客家民居為研究對象,應用文化人類學的基本理論和研究方,通過分析其自然文化背景、聚落形態、建築型制、類型特徵、空間特性等因素,指出黃氏宗族聚落形態和社會組織間的關系,並表其住屋典型類型? ?圍屋,不但在居住模式上表現出獨特的個性,還體現了客家建築「聚居」的社會形態內涵。
  9. Foundation structure design in soft soils is a very difficult engineering problem. the elastic foundation beam method has some merits such as easy calculation pattern and definite model and m - method is fit to practical situation, so it is used comprehensively and welcome by constructors, thus m - method is recommended by many codes. but it is difficult to select a m - value to some soils, and the codes provides a scope of m - values, and they are different in varied regions and soil conditions, thus it is optional to choose m - value of a soil layer for engineering designers. so it is necessary to calculate m - values by back - analysis method using measured datu of deep foundation pit

    軟土地區的深基支護結構設計是一個十分復雜的工程問題,由於彈性地基梁具有計算模式確、計算過程簡單的優點,尤其是m較符合軟土基工程的實際情況,因而受到廣大工程設計人員的歡迎,大多規范也推薦此。但是m計算參數的選取是工程界的一大難題,一般規范都給出了m值的大致范圍,而且每個地區的地質條件千差萬別,因而m的取值具有很大的隨意性,有必要根據一個地區的工程實測資料對m值進行反演分析,以便為地層相近或附近地區的基工程設計提供參考和依據。
  10. 2. on the basis of the soil and water pressure and the lateral horizontal displacement in - situ investigation the force - resisting coefficient of soil layers are back - calculated. and it is less than that determinged form standard codes and the empirical values

    在基開挖過程中,下一道土體開挖對上一道支撐的內力和位移有顯的影響,揭示了經典(假想梁、山肩幫男)的不合理性
  11. The light well point drainage method in combination with other measures was successfully used in the treatment of the deformable earth body on the southern side of the outlet channel of the right - bank diversion tunnel at the goupitan hydropower station to make the earth body stable, ensuring the smooth construction of the right guide wall and the foundation pit of the outlet channel

    在構皮灘水電站右岸導流隧洞出口渠南側土質變形體抗滑治理中採用輕型井點降水並輔以其配套措施取得成功,使其處于穩定狀態,確保了該出口渠右導墻與渠基的順利施工。
  12. The pile building enclosure with two or three bracing pieces and the gravity retaining wall are particularized as example in this paper. from the antithesis with datum practically measured, it indicates that the fem which is adopt by this paper is logical and feasible

    本文分別對兩道和三道支撐的樁(墻)式圍護結構及重力式擋墻圍護結構基工程進行了有限元模擬計算,根據與實際監測資料的對比分析,表本文所採用有限元方是合理可行的。
  13. It showed that the simulated value are in accordance with the experimental value by contrast of them. it indicates that the numerical modeling can reflect the status of soil moisture movement under the condition of water storage pit irrigation, and its method of solution is feasible

    3 .將計算結果與實測結果進行對比,可以看出兩者有較好的一致性。說所建立的數學模型能夠反映蓄水灌條件下的土壤水分運動狀況,其數值求解方也是可行的。
  14. 4. dicussing soil pressure ( supposed as p ) and level displacement ( supposed as s ) in condition that consideration time performance, the relation is p = ae, when the defomation of wall has evidently effect on the soil pressure. 5. the deformation of wall ( supposed as sw ) leads to soil layer sedimentation ( supposed as pw ), the research find pw = 1. 22sw 6. the artifical neural networks has vast and applied foreground in the information construcion of deep foundation excluding the accidental factor

    4 、探討了考慮時間效應的土壓力和位移關系曲線,認為在當墻體的變形對土壓力分佈產生顯影響時,二者間的關系可用一指數函數來表達: p = ae ~ ( ( / s ) ) 5 、墻體側向變形,導致墻後土體產生沉降,在本次研究中,排除掉基降水施工因素的影響,由墻體變形導致的墻後土體沉降,二者具有p _ w = 1 . 22s _ w關系; 6 、將基於時間窗口滾動多步神經網路預測方和應用於深基工程墻體變形的預測工作,具有較高的預測精度,該方在巖土工程變形預測方中具有廣泛的應用前景。
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