有效土深 的英文怎麼說

中文拼音 [yǒuxiàotǔshēn]
有效土深 英文
available depth of soil
  • 有 : 有副詞[書面語] （表示整數之外再加零數）: 30 有 5 thirty-five; 10 有 5年 fifteen years
  • 效 : Ⅰ名詞（效果; 功用） effect; efficiency; result Ⅱ動詞1 （仿效） imitate; follow the example of 2 ...
  • 深 : Ⅰ形容詞1 （從上到下或從外到里的距離大） deep 2 （深奧） difficult; profound 3 （深刻; 深入） thor...
  • 有效 : effective; valid; efficacious
  1. By means of detailed analysis to vernacularism architecture of southwest multinational area, we pursue the more effective way to seek regional culture passing on, and maintain the people ' s spiritual adscription

    通過對西南多民族地區鄉土主義建築創作的深入剖析，以探尋實現地方文化傳統延續、維系人民心靈歸屬的有效設計方法和道路。
  2. In a solid which is moderately low in available zinc, deep cuts may expose zinc-deficient subsoils.

    土壤中含有效鋅轉低時，深層耕翻會使缺鋅的底土暴露出來。
  3. Based on the research works of predecessor, the theory on the displacement of soil strata in deep foundation excavation construction and its application are studied in detail. by analysing the supervision, statistics from, the practical excavation engineering, soil rheology is thought to be the main reason of the displacement heavy of the soft soil and the destruction of the enclosure structure, in deep foundation excavation construction on condition of the high theriomorphic of enclosure structure and good seepage resitting

    本文在已有研究成果的基礎上，對大面積軟土深基坑開挖時土層變位理論及應用進行了探討：依據現場監測數據，推導出開挖時軟土變形的經驗公式，分析了軟土深基開挖在圍護結構剛度大、基坑防滲效果好的條件下，基坑土層變位、圍護結構受力破壞發展的主要原因。
  4. Part one : this part introduces the summarization of the abs ( asset - backed securities ), which includes the conception, the basic theory, the features, the categories, the basic running process, and the circumstance of the research and development, etc. part two : the main contents of this part are the necessity and the analysis for the feasibility of the financing of securities depending on the charges of expressways, including the analysis for the feasibility of the financing of securities on the basis of the expressways " charges, the option between the two operation models, and the analysis for the feasibility of the operation of indigenization, etc. part three : this part mainly demonstrates how to design the plan of a company for the financing of securities and indigenization, which consists of the introduction of a company ' s background and the main problems to be confronted, the features of the basic assets and the analysis of the cash currency, the selection of spy, the design of trading structure, the product design of securities, etc. part four : this part discusses the financial evaluation about a company ' s design of the financing of securities and indigenization on the basis of the expressways " charges, the analysis of the risks and the analysis in general

    本文的創新之處在於: （ 1 ）通過對我國《信託法》 、 《公司法》等相關法律、法規的深入研究，提出在國內現行制度框架和市場環境下，以信託方式設立特設目的機構的基本思路，並構架了類附擔保公司債信託型和信託簽發企業銷售型兩種較為滿意的本土化交易結構方案，具有一定的理論創新性; （ 2 ）將資產證券化這一金融創新工具應用到高速公路融資領域，論證了高速公路利用收費證券化融資的必要性和可行性，並提出了一個可供借鑒的操作性方案。本文可能的不足是在證券化產品設計方面由於筆者知識水平的欠缺，深感作得不是很深入，需進一步的完善和細化;另外對各種交易結構模式的設計和分析只是一種理論上的探討，到底是否有效和可行需接受實踐的進一步檢驗。論文分為四個部份:第一部份，資產證券化概述，包括資產證券化的概念、基本理論、特點、基本形式、基本運作流程、國內外研究和發展現狀等。
  5. Abstract : in this paper, the efficient stress method is used as main means, while the railway engineering anti - earthquake design specification and the dynamic triaxial test are used as additional means. the authors analyze the ground layer liquefaction of shield tunnelling built on powder soil or fine sand, whose top plate is buried under two kinds of depth, and conclude that the liquefaction area is different with different buried depth. finally, the rational buried depth is proposed

    文摘:以有效應力原理的有限元計算分析為主、鐵路工程抗震設計規范及室內動三軸實驗為輔，對修建在粉土或粉細砂層中的盾構隧道進行了兩種不同埋深情況下的液化分析，得出了埋深不同液化區出現區域不同的結論，並提出隧道抗液化的合理埋深。
  6. According to status of mengshan clay core dam in zibo, shandong province, using numerical value analysis theory and technique of dam construction, this paper put forward efficiency strengthen method hi the base of study and analysis

    本文結合山東省淄博市萌山水庫心墻壩的具體情況，利用數值分析理論及土石壩加固新技術，在深入分析研究的基礎上，提出相應有效，可行的加固措施。
  7. Through investigation in shenzhen, we found that there are some problems in sme credit guarantee : banks are very strict with mortgage assets. only buildings and right of land use can be mortgaged, the other assets cannot be mortgaged for loan. sme have a little scope ; have small quantity assets and lack of valid fixed assets, which affect the mortgage and guarantee capacity for sme

    通過對深圳市中小企業的調查發現，中小企業信用保證存在以下問題：銀行對抵押資產要求過于嚴格，要求企業以房地產、土地使用權等作抵押，其他資產無法辦理抵押貸款；中小企業規模小、資產數量少，企業缺乏有效的固定資產，從而影響了企業的抵押擔保能力；中小企業自身財務制度、信用建設不足；中小企業難以獲得外部機構或其他企業的擔保等。
  8. Base on the practices, it was concluded that the " time - space effects " excavation method combining with the ground reinforcement could be employed to control the deflection in deep foundation pits under the top - down construction condition, and consequently to protect the neighboring facilities

    在工程實踐的基礎上提出結合坑內土體加固採用時空效應法的開挖技術是逆作開挖條件下控制深基坑卸載變形，保護周邊環境和設施的有效方法。
  9. The system is able to efficiently increase temperature and meet crop requirement of temperature for yield. in researching and designing solar energy conserving system in soil for active greenhouse, it adopts instrument of rhlog, tests temperature of six layers to soil temperature, and draws various curve of temperature. it shows the system can efficiency increase soil temperature and reduces change range of temperature in greenhouse in wintertime

    在研究和設計主動式溫室太陽能地下蓄熱系統中，採用溫度自記儀器，測試了室溫及土壤中六個不同深度的溫度數據，繪制了相關溫度變化曲線，該曲線表明了主動式溫室太陽能地下蓄熱系統能有效提高冬季溫室土壤的溫度，並且減小了日溫變化幅度。
  10. Firstly, from the angle of economy, based on synthesizing and deepening on western concerned theory, this research topic followed the thread of government and market, introduced the connotation of civil society, and then set up a basic theory frame of effective government from this aspect of optimizing economic behavior of government by means of friendly interaction of government, market and civil society

    本課題從經濟的角度，在根植于本土對西方理論進行綜合與深化的基礎上，循著政府與市場這根主線，再引入公民社會，以通過政府、市場與公民社會三者的友好互動來優化政府經濟行為為切入點，構建了一個有效政府的基本理論框架。
  11. The principal conclusions include : ( a ) the composite system is composed of both active - bearing structural members and inactive - bearing ones, being of a character of combination of rigid retaining structures with flexible ones, so its working mechanism will be behaved as sharing loadings, waterproof and impermeability, loading transfer, local reinforcement and pre - reinforcement ; ( b ) the experimental results show that much more subsoil will participate in retaining action, soil stresses of internal slope will be shared uniformly and deflections caused by excavation will be reduced notably because of cooperation of nails and cement - soil mixing pile wall ; and ( c ) the internal forces of facing in vertical model will be a control factor of design and the cross section tensile strength of cement - soil wall will govern strength of the

    主要研究結論有： （ 1 ）復合土釘支護的作用機理主要為臨時加固土體以保證局部穩定、有機聯系以共同承擔荷載、改善土體性質起到止水抗滲作用。 （ 2 ）試驗結果表明：復合土釘支護能夠充分調動周圍土體共同作用，有效地控制基坑變形；復合土釘支護中止水帷幕的插入深度和強度對控制邊坡變形與失穩有較大作用；復合土釘支護效果明顯優於一般的土釘支護。 （ 3 ）面層與邊坡土體共同變形，設計時可按外力作用下的彈性地基梁進行計算。
  12. 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。
  13. Through in - depth analysis of the four tourism planning projects for the north part of haidan district, exploration is made from the tourism planning, overall planning, controlling detailed planning, construction detailed planning and activity planning aspects in order to find a planning method to balance the ecological environment improving and the land resource use to promote the economic development and environment construction together

    通過深入分析近年來主持編制的北京市海淀北部地區的4個風景地的規劃實例，從概念規劃、總體規劃、控制性詳細規劃、修建性詳細規劃以及行動規劃等各個規劃層面積極探索，希望在風景規劃中尋求一種生態環境改善與土地資源有效利用之間高度平衡的規劃方法，促進經濟發展和環境建設的共同提升。
  14. The contents of available p are increasing along with depth increasing. the contents of soil available k have the similar trend under different site types, that is, the contents surface layer about 0 - 40cm is higher than sub layer

    刺槐林土壤全氮、有效氮含量表現出和有機質相似的變化規律，表層土的全氮、有效氮含量最高，隨著土層深度的增加，土壤全氮、有效氮含量隨著減小。
  15. Results show that the overlying soil with a soft interlayer can obstruct the rupture failure from bedrock up to the earth ' s surface, however, a soft interlayer which is deeply buried, will bring about a wider range of the earth ' s surface rupture failure ; in addition, the thickness of the soft interlayer may have effects on the rupture course of the overlying soil

    從模擬的結果看出，軟夾層對上覆土層破裂有一定的阻礙作用；當軟弱層埋置較深時，一旦上覆土層破裂，失效土體的范圍較大；軟弱夾層的厚薄對上覆土層的破裂進程和破裂范圍也有影響。
  16. On the one hand, this part sums up achievements in practice according to enumerating correlated data ; on the other hand, this part emphatically analyzes the existent problems, which mainly is the sale behaviors against regulations, the unsuitable construction standard, the sale price beyond the government ' s control, ineffective management of building land for affordable housing use, uneven development of affordable housing in different cities, furthermore, also makes thorough study on the possible aftereffects of the problems and the reasons for them

    一方面通過列舉相關數據總結實踐中取得的成績：另一方面著重研究存在的問題，主要有銷售行為不規范、對購買對象把關不嚴、建設標準偏高、價格缺乏有效控制、土地利用監管不到位、各地發展不平衡等，並對這些問題可能導致的後果及其產生的原因進行了深入探討。
  17. Under the direction of chinese soil taxonomy, part purple soils developed on the purplish standstones of j2 # j3 in sichuan basin were systematically studiedaccording to natural landscape, profile modality and quick - test, applying to methods statistic analysis and system integration, main affecting factors, indexs of soil series taxonomy and retrieval orders were systematically discussed. the results showed : 1 ) organic substance, total nityogen, total phosphate, total potassium and particle size composition were distinctly related with many soil characters. organic substance, calcium carbonate, available phosphate # size composition were much different in all swatches. besides, soil structure and the depth had profound affection to it. 2 ) affecting factors : soil structure, texture style and organic substance phosphorous

    本文以土壤系統分類理論為指導，以四川盆地侏羅系蓬萊鎮組、沙溪廟組和遂寧組紫色巖上發育形成的部分紫色土為研究對象，利用spss統計軟體相關功能，結合供試土壤的自然景觀、剖面形態和室內測定的理化性質，對土系分化的影響因子、土系劃分指標和檢索順序進行了系統的探討，結論如下： （ 1 ） 、供試紫色土中有機質、全氮、全磷、全鉀和顆粒組成與多個土壤性質均呈顯著或極顯著相關；有機質、碳酸鈣、有效磷、顆粒組成等性質在供試土壤方差分析中變異系數均較大；土體構型及土體的深度對土壤性質也有深刻影響。
  18. It gives the detailed description of its construction techniques, testing items and control standards etc. by means of relevant data, this paper probes into some problems relevant to foundation treatment by dynamic consolidation including the determination of effective strengthening depth, tamping energy level, tamping point location and rational inters pace, the selection of tamping times, the calculation of foundation bearing capacity the verification of calculating formulae, and the application of dynamic consolidation eliminating the ground

    本文通過對有關數據的分析，對強夯法加固地基的一些問題進行了探討，包括有效加固深度、夯擊能量、夯點、合理間距及夯擊遍數的確定，控制參數的選用，地基承載力的計算、消除地基土濕陷性方面的應用等。
  19. Conclusions as following have got through test study : ( 1 ) when impact compaction technology is applied to treat collapsible loess subgrade, the effect depth may be treated generally can not override 80 cm and impact compaction pass is optimum at 30 times. ( 2 ) for stratified impact compaction of subgrade, when compactness of each level reaches codeslstandards loose laying depth of 80 cm fits 40 impact compaction pass is the optimum combination of subgrade construction. when average compactness in each level reaches codeslstandards loose laying depth of 80 cm fits 30 impact compaction pass is the optimum combination o ( 3 ) the quality control method may request impact compaction pass as the main control index and at the same time the final division settlement is less than 10 % of total settlement as large area subgrade is constructed

    通過試驗研究主要得出如下認識：沖擊壓實技術處理濕陷性黃土地基時，其有效處理深度一般不超過80cm ，沖壓遍數以30遍左右為宜；對路基分層沖壓，在要求土體中各點壓實度均達到規范要求時，路基沖壓最佳組合為虛鋪厚度80cm 、沖壓40遍；在只要求土體平均壓實度達到規范要求時，路基沖壓最佳組合為虛鋪厚度80cm 、沖壓30遍；大面積施工時，質量控制方法可按照在以沖壓遍數作為主要控制指標的同時，要求最後10遍分計沉降量小於累計沉降量10 ；在施工單位自己購置沖擊壓實機情況下，與傳統施工相比較，沖擊壓實技術是一種既能節約資金又能大量縮短工期的施工方法。
  20. As a result, i will not be discussing factors such as the impact of price or yield uncertainty, the timing, depth and placement of fertilizer application, nor the effect of environmental factors such as moisture availability

    因此對于諸如價格或產量的不穩定性、施用時間、施肥位置和深度以及環境因素如有效土壤濕度的影響等等將不予討論。
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