貧混凝土基層 的英文怎麼說
中文拼音 [pínhúnníngtǔjīcéng]
貧混凝土基層
英文
lean concrete base- 貧 : 形容詞1. (窮) poor; impoverished 2. (缺少; 不足) inadequate; deficient 3. [方言] (絮叨可厭) garrulous; loquacious
- 混 : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
- 凝 : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
- 層 : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
- 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
-
Lastly, with the fatigue equation, the paper establishes the fatigue stress coefficient which is used in the load stress calculation for lean concrete as undersurface of cement concrete pavement, and the structure coefficient of flexural tensile strength which is used in the flexural stress check for lean concrete as base of asphalt pavement
利用得出的疲勞方程,建立貧混凝土作為水泥混凝土路面下面層荷載應力計算的疲勞應力系數,以及作為瀝青路面基層時,進行層底彎拉應力驗算的彎拉強度結構系數。According to the different thermal fields and the maximum thermal gradient, the thermal stress of lean concrete base with asphalt surface can be calculated through fem, and the formula of calculating thermal stress for lean concrete base with asphalt surface is also brought forward based on that
根據不同自然區劃的溫度場和最大溫度梯度,得出貧混凝土基層瀝青路面中的基層溫度應力的有限元解,於此提出了基層溫度應力的計算公式。Considered anti - crack for asphalt surface and split for lean concrete base, design standard of asphalt pavement with lean concrete base is developed
考慮控制面層反射裂縫和基層疲勞開裂,提出貧混凝土基層瀝青路面的設計標準。Finally, structure design method of asphalt pavement with lean concrete base is developed
最後提出貧混凝土基層瀝青路面結構設計方法。At last a probabilistic method of structure design of concrete pavement with lcb is advanced
論文還提出了貧混凝土基層混凝土路面的概率型結構設計方法。Both of above formulas are the key rules of designing the pavement of asphalt surface with lean concrete
上述兩公式為貧混凝土基層瀝青路面結構中基層厚度設計的重要依據。With laboratory test and theory analysis, structure design method of asphalt pavement with lean concrete base is systematically studied in the paper
本文通過室內試驗和理論分析,對貧混凝土基層瀝青路面結構設計方法進行了系統研究。The concrete pavement with lean concrete base ( lcb ) is a suited kind of pavement structure for heavy and over - heavy traffic. because of its excellence, it has good future
貧混凝土基層混凝土路面是一種適用於承受重、超重交通的路面結構,由於其種種優點,具有很大的發展潛力。Based on the present research productions, load stress and temperature stress of asphalt pavement with lean concrete base are additionally calculated and the influence of correlated factors is analyzed
在現有研究成果基礎上,補充計算了貧混凝土基層瀝青路面的荷載應力和溫度應力,並分析了各因素的影響。The existing methods of structure design of concrete pavement with lean concrete base are analyzed, proving that the equivalent stiffness method is proper for calculating load stress but not for thermal stress
對貧混凝土基層混凝土路面現有結構設計方法的應力計算進行了分析,發現等剛度法用於雙層板路面的荷載應力計算是可行的,但用於溫度應力計算會引起較大的誤差。And two types of fatigue equations are put forward. according to them the fatigue stress coefficient of lcb for the concrete pavement structure and the structure coefficient of tension strength of lcb for the asphalt pavement structure are developed
並提出了貧混凝土兩種形式的疲勞方程,據此推導了混凝土路面結構貧混凝土基層的疲勞應力系數和瀝青路面結構貧混凝土基層的抗彎拉強度結構系數。The load stress and the thermal stress of concrete pavement with lean concrete base are analyzed by three - dimensional finite element method, and the practical formulas of load stress under different axle load models and of thermal stress are get by regression method
利用三維有限元方法對貧混凝土基層混凝土路面進行了荷載應力和溫度應力的大量計算,通過回歸,得出了貧混凝土基層混凝土路面荷載應力及溫度應力實用計算公式。Lean concrete is a good type of base material, which can meet the demand of large and heavy traffic
貧混凝土是一種優良的基層材料,可滿足大交通量和重載路面的使用要求。The paper also concludes that the fatigue property of lean concrete is better than the semi - rigid base materials
通過對比,得出貧混凝土的疲勞性能優于其他常用半剛性基層材料。In order to analyze the base stress of such a new type pavement whichasphalt surface goes upon lean concrete base, calculating the load stress without asphalt surface through fem firstly, and then analyzing the effecting of asphalt surface ' s thickness based upon elasticity theory, and finally the formula of calculating load stress of lean concrete base with asphalt surface worked out according to the previous data
摘要為分析貧混凝土基層瀝青路面新型路面結構的基層應力情況,通過有限元分析方法計算貧混凝土基層的荷載應力,並利用彈性層狀體系理論分析瀝青面層厚度對其影響,由此推導出基層荷載應力的計算公式。Fatigue property of lean concrete should be studied when the material is set as base course since it withstands the repeated actions of load stress and temperature stress
摘要貧混凝土用於路面基層時,由於受到荷載應力和溫度應力的反復作用,需研究其疲勞特性。But it, s on the other hand in foreign countries, hi view of this, a me 1 hod of design of cement concrete pavement based on the poor concrete base was proposed after calculating and comparing with different methods. it adopts the merits and discards the weaknesses of each technique both in theory and in experience. and it will offer a good reference to the construction of cement conorete pavement in future
針對目前國內水泥混凝土路面設計方法側重於理論分析,而國外水泥混凝土路面設計方法側重於實踐經驗的情況,本文分別採用國內外多種水泥混凝土路面及加鋪層設計方法進行計算和對比,充分吸收各種設計方法的理論和經驗,取長補短,互為補充,從而提高了適合以貧混凝土為基層的水泥混凝土路面面板厚度的設計方法,為今後水泥混凝土路面的建設提供了有益的參考。In this part, it demonstrates with sufficient argumenls in the aspects of material choice for the surface course, base course style, road drainage, etc. in theory it solves the troubles in the weak surface course, the weak base, the poor road drainage, etc. the thesis also debates on the exploration of constructive technique on the method of design of the cement concrete pavement based on the poor concrete base
本文首先分析了宣大高速公路交通組成,介紹了我國幾個水泥混凝土路面建設大省的經驗,總結了國內外水泥混凝土路面的研究成果,從面層選材、基層類型與排水等方面都作了詳細論證,從理論上解決了面板薄、基礎弱、排水差等問題。本文對貧混凝土基層水泥混凝土路面的設計方法也進行了有益的探索。分享友人