soil behavior 中文意思是什麼

soil behavior 解釋
土壤的性質
  • soil : n 1 泥土，土壤；土質。2 土地，國土。3 滋生地，溫床。4 農業生活，務農。n 1 臟東西，污物，污穢，污...
  • behavior : n 1 行為，品行；舉止，態度，舉動，表現，行動。2 （生物的）習性；（機器等的）特性，性能，狀態；（...
  1. The paper can concern the soil ' s instantaneous fallout, soil ' s main settlement due to concretion, and the coactions of soil and pile by applying the contact surface to simulate the coactions. the paper can analyze the service behavior of reuniting foundation and the effect of the pile ' s intensity, length and distance. the paper is concerned with the stressing of pile and the arrangement of pile for the smaller cost to fit the subsidence of throughway

    通過有限元計算，分析了復合地基樁土工作性狀，分析了樁的剛度，長度，樁距對地基沉降及超孔隙水壓力的影響，並根據復合地基中樁的受力特點，提出合理的樁的布置方式，在滿足高速公路路面沉降要求的前提下，節省工程投資，加快建設進度。
  2. The paper also has a research on the influence of compound soil nailing behavior in the perspective of silt and hardpan of the effect of the width of soil - cement mixing piles. 3. with the analysis of various effecting factors on compound soil nailing, the paper holds a analysis of the mechanism ’ s essence of the compound soil nailing

    2 .深入分析了土體的彈性模量，水泥攪拌樁的彈性模量，水泥攪拌樁擋墻的寬度，土釘長度的變化以及土釘傾角的變化對復合型土釘墻變形性狀和土釘軸力的影響，以及水泥攪拌樁擋墻的寬度在淤泥土層以及砂土土層中對復合型土釘墻支護變形性狀的影響。
  3. Microbial degradation critically affects the fate and behavior of pesticides in soil.

    生物降解主要影響土壤中農藥的行為和命運。
  4. Putting forward to the clear and definite concept and principia in proseminar ", the sustained land management evaluation in developing country ", and " the sustained land management ( using ) hi 21st century " point out : the land using is to combine the technique, policy with the social economic principle and the incorporated behavior of circumstance relation, in order to attain the keeping or increasing production or services at the same time, lowering the production risk, keeping nature resources potential and preventing the soil degeneration, making its have the economic vitality and accepted by the social

    土地資源的可持續利用是可持續發展的基礎，沒有土地資源的可持續利用就不可能有可持續發展。 1991年9月在泰國清邁舉行的「發展中國家持續土地管理評價」研討會和1993年6月在加拿大舉行的「 21世紀持續土地管理（利用） 」國際會議上提出了持續土地利用的明確概念和基本原則：指出可持續土地利用是將技術、政策和旨在使社會經濟原理與環境關系一體化行為結合起來，以便同時達到保持或提高生產或服務，降低生產風險，保持自然資源潛力和防止土壤退化，使其具有經濟活力和被社會所接受。
  5. The behavior of capping beam that joints single rank of piles, which nowadays is widely applied to the construction in china, is complexly influenced by many factors. while conversed continuum beam pattern is primarily adopted in existent design methods to predigest computations, it still lacks of satisfaction as a result that it could n ' t reflect on the variance of piles and the infection of soil

    條形樁基連續承臺梁在我國現代建築工程中應用極為廣泛，其受力影響因素極為復雜，現行設計大多採用倒置的連續梁模式進行簡化計算，其無法考慮基樁的差異性以及地基土體對承臺梁的影響，計算結果難以令人滿意。
  6. Ego identity formation is the main subject happening in the period of adolescence socialization, which is rooted in the local social - cultural soil, and the youth will bring about for themselves much of behavior deviated from the main current social culture in fulfillment of trial, choice and experience in course of ego identity

    自我同一性的確立是青年期社會化的主要課題，這一確立過程深深地植根于所處的社會文化土壤之中。青少年在完成自我同一過程中的種種嘗試、選擇和體驗，會給他們帶來較多的、偏離于社會主流文化之外的行為。
  7. In view of soil mechanics, the uplift mechanism is more complicated than any other soil engineering problems. factors such as uplift behavior of soil, crack development, filled soil quality and progressive failure are shown having greatly influenced on pullout behavior

    從土力學觀點來看，基礎上拔機理遠比其它土工問題復雜，土的抗拉性能、土體中裂縫開展過程、填土質量以及土的漸進性破壞等因素，嚴重影響著基礎上拔的性能。
  8. Considering different soil spring models for vertical fault movement and horizontal fault movement, two damage cases of pe pipeline in ji - ji earthquake have also been simulated. the large deformation of a buried pipeline under fault movement is investigated in the 4th chapter. to examine the inelastic behavior of buried pipelines, the parametric studies on pipe material property, diameter ( d ), diameter - to - thickness ratio ( d / t ), crossing angle ( ), as well as soil stiffness, have been conducted using a shell - spring fem method

    對於0 p三90 」的情況，當斷層位移相對管徑還不是很大時（管子內的彎曲應變與軸向拉伸應變相差不大的情況） ，斷層附近管子變形形式與梁相似；當斷層位移相對管徑很大時（管子以軸向拉伸應變為主的情況） ，斷層附近的管子軸線變形為一圓弧，管子表現得像一條沒有彎曲剛度的索。
  9. Sm scales the nonlinear variation of tangential modulus during monotonic loadings into a piecewise linear distribution, which can easily be modified to simulate specific characteristics of soil material behavior during cyclic loadings. sm can simulate dynamic stress - strain response of arbitrary cyclic loadings

    該模型將單調加載情況下呈非線性變化的切線模量量化成一種呈分段線性分佈的幾何結構，並通過對這種結構加以變換，來描述循環加載情況下材料的特性。
  10. This paper deals with seismic response of a tunnel - soil system immersed tunnel ， as an underground structure ， must be compatible with the deformation of the surrounding soil thus the simplified model for a tunnel - soil system is established through two steps at the first step ， an mdof system is developed for modeling the foundation soil to this end ， dynamic behavior of the foundation soil is analyzed a typical section of the foundation soil simplified as a single mass - spring system on the basis of some equivalent criteria those mass are linked longitudinally by elastic springs to form an mdof system at the second step ， the tunnel is treated as a beam on elastic foundation ; that is ， the tunnel is connected with the soil massed to form a tunnel - soil system this model has been applied to the seismic analysis of huangsha fangcun immersed tunnel across the pearl river in guangzhou design recommendation is proposed on the basis of this analysis

    研究沉管隧道在地震條件下整體受力的分析方法分兩步建立計算模型第一步通過分析場地地基土切片的動力特性，根據等效原則將其化為等效單質點體系，然後在縱向用等效彈簧連接而成為多質點體系的地基土計算模型；第二步將隧道看作彈性地基梁與上述多質點體系通過等效彈簧連結而得到土隧道體系的計算模型本文結合廣州黃沙芳村珠江水下隧道工程實例建立了具體的計算模型並對多種不同的約束條件，進行了縱向與橫向地震響應時程分析，為該隧道的抗震設計提供依據
  11. Effect on the characteristics of fatigue life of composite soils and dynamic modulus were discussed. the deformation behavior of stabilized soil on static and dynamic loading were compared. the characteristics of frequency spectrum of composite soils were analyzed in the thesis

    對水泥?水玻璃加固土進行循環荷載下的疲勞試驗研究，分析水泥?水玻璃加固土的疲勞壽命及其影響因素，以及固結土的動模量特徵，並對水泥土在動、靜荷載作用下的變形特徵進行比較，分析對比不同振幅與頻率的動荷載作用下的水泥加固土的應變響應及其頻譜特性。
  12. Experimental study on microstructure of lightweight eps - bead - treated soil mechanical behavior

    聚苯乙烯輕質混合土強度變形特性的微觀試驗研究
  13. Test study on compression and deformation behavior of light heterogeneous soil mixed with expanded polystyrene

    聚苯乙烯輕質混合土的壓縮變形特性試驗研究
  14. Techmat inc. is a canadian company from the province of quebec, that is cooperating with chiao - tung university in hsinchu and groundmate engineering consultant co. to implement an innovative soil engineering project called " dynamic behavior of silty fine sand "

    在您評估國際投資案規劃營運策略時，您務必要知道，加拿大的營利事業所得稅稅制，優于許多七大工業國家
  15. Based on the nonlinear relationship of permeability velocity and hydraulic gradient, four non - darcy seepage models were summarized to investigate the permeability behavior of soft soil under consolidation pressure

    摘要針對傳統固結理論不能考慮非達西滲流的不足，研究了滲流速度與水力梯度的非線性關系。
  16. These virtual simple shear mechanisms play a key role in idealizing the soil behavior under the initially anisotropic consolidation condition. in order to overcome the numerica

    這表明在對土工構築物和土工基礎進行二維分析時，運用多機構邊界麵塑性模型是合理的。
  17. Secondly, the paper analyzed the behavior of isotropic and orthogonal anisotropic materials " cws on the basis of above theory and software. regularities of cws " deformation inner force and shared load and earth pressure in excavating stage and driving stage were gained. regularities influenced by material features top beam excavating depth sidewall depth properties of soil layers rear backing and location of load were also obtained, especially rules of display degree exerted by circular and vertical loads were also obtained

    通過分析，得到了形成階段及頂進階段圓形工作井的變位、結構內力、分載及土壓的分佈規律及材料性質、頂冠梁及圍檁、開挖深度、井壁插深、土層性質、后靠背、頂載作用位置等因素對結構受力性狀的影響規律，特別是得到了工作井在受力時結構環向與豎向承載作用發揮程度的規律。
  18. Interface elements are used between the footing and the soil to model the interface behavior

    為模擬土體構造物間的相互作用引用了界面元。
  19. Sm can be applied to anisotropic materials. sm reconciles empirical and elastoplastic models and our experimental knowledge of soil behavior and is easier and more practical

    它試圖與各種經驗模型、彈塑性模型和土料的試驗結果協調起來，從理論上理解更為容易，操作更為方便。
  20. Due to the difference of material characters and mechanics performance between concrete structures and soils, it is necessary to pay great attention to model the interface element, simulate the soil behavior and the optimization of the finite elements to satisfy the numerical precision and the compatibility relation of the whole project

    由於結構與土的材料特性，受力性能等方面的差異，為了滿足有限元計算精度和效率的要求，合理的反映結構與土體之間的位移協調，需要在結構與土體之間設置恰當的接觸面單元，正確的模擬土的本構關系，並盡可能地簡化結構的數值模型。
分享友人
分享到 Line

分享到臉書