active earth 中文意思是什麼
active earth
解釋
漂白土-
The text refers to the dichotomous ordering of the world : heaven is pure ; the earth turbid, masculine is active ; feminine at rest, etc
清靜經是道教中最簡短、最廣為流傳的經典；相傳為一不知名的唐朝道士借老子之名寫成。 -
The texts are ancient taoist texts and refer to the dichotomous ordering of the world as everything has its defined set place : heaven is pure, the earth turbid, masculine is active, feminine at rest, etc
清靜經是古代道家經典，闡訴二分法的世界秩序，萬物皆有所歸的道德指引：如天清地濁，男動女靜等。 -
Yet the actual long - term survival of active organisms, spores or complex organic molecules beyond earth ' s magnetosphere has never been tested
活性有機體、孢子或復雜的有機分子，在地球磁層之外能否長期倖存，則從未實地驗證過。 -
Abstract : this paper deals with the earth environmental protection related to the destruction of the ozonosphere by freon from people ' s daily life, and human ' s active measures to meet this attack
文摘:綜述了與百姓生活密切相關的氟里昂對臭氧層的破壞所帶來的全球性的環境保護問題以及人類對這一問題的積極應戰。 -
Calculation of active earth pressure on rankine ' s theory
理論的主動土壓力計算 -
Some beneficial results of the csnw ' s behaviors are gotten. main research contents as follows : ( 1 ) the four destruction models and respective stability analysis methods are discribed in this paper, whose working mechnism and calculating methods are given. in addition, some defects of every method are also discussed ; ( 2 ) on the basis of traditional active soil pressure method and expirical siol pressure method, the calculating model of the laternal earth pressure which is a tetragon with the largest value in the center side is addressed
主要工作如下： （ 1 ）本文給出了復合土釘墻的穩定性分析方法，該方法介紹了復合土釘墻的四種破壞類型，分析了每種破壞類型的受力機理，並給出了相應的計算方法和計算方法中的一些不足； （ 2 ）在傳統的主動土壓力和經驗土壓力的基礎上，建立了土釘墻中間大、上下小的四邊形狀分佈的側向土壓力的計算模式。 -
Calculation of active earth pressure in unsaturated expansive soil based on columb earth pressure theory
基於庫倉理論的非飽和膨脹土主動土壓力計算 -
Analysis of active earth pressure of unsaturated expansive soil
非飽和膨脹土的主動土壓力分析 -
The flexible retaining structure is another important retaining structure in soft soil. the integrated numerical analysis of this retaining structure ( including the methods and theory of calculating active earth pressure under sorts of conditions as well as the calculating method of horizontal stiffness coefficient of bracing structure and the method of deciding boundary condition etc. ) was gived. the effect of all parameters on the characteristics of retaining structure was discussed using methods of sensitivity - analysis
本文針對目前常用的彈性支點法，給出了完整的數值分析方法，包括各種條件下的墻後土壓力的計算方法和原理、支撐系統（或錨拉系統）水平剛度系數的計算、邊界條件的確定方法等，並以此為基礎採用靈敏度系數分析方法討論了各參數對圍護結構形態的影響，指出土體側向基床比例系數是影響圍護結構變形的最主要的參數。 -
According to the coulomb ' s earth pressure theory, from the condition of the static equilibrium of the force when the slide wedge was in limit equilibrium, a formula was derivated for the calculation of active earth pressure of cohesive or non - cohesive backfill soils
摘要根據庫倫土壓力的計算原理，從滑動楔體處于極限平衡狀態時力的靜力平衡條件出發，推導出了計算粘性土或無粘性土主動土壓力的公式。 -
Based on the hypothesis that the rear side of retaining wall is pitching and coarse, and the filling surface is gradient, taking viscous filling as the object of study and using the static balance method, a study has been conducted on the earth pressure on the rear side of retaining wall under the sliding wedge ' s limiting equilibrium condition, and generated a general form for active earth pressure and passive earth pressure
摘要基於擋土墻墻背俯斜、粗糙且填土表面傾斜的情況，以粘性填土為研究對象，用靜力平衡方法研究了擋土墻后滑動土楔體達到極限平衡狀態時作用於墻背的土壓力，提出了主動土壓力和被動土壓力的一般形式。 -
On this basis, regarding the rankine soil pressure theory as the prerequisite, the active earth pressure formula considering the deformation of braced structure has been set up. the calculation of active limit displacement in the formula has been researched, and proposes two methods ; all of which are applied to active soil pressure formula considering the deformation of braced structure. further, combine the project example, the active earth pressure formula considering the deformation of braced structure has been tested and confirmed its rationality
本文介紹了基坑支護結構的形式、特點，以及目前工程中基坑的設計計算方法，分析了土壓力的計算在基坑工程設計計算中的重要性;通過實測的基坑主動土壓力與支護結構位移的分析得出基坑主動土壓力與位移之間存在密切關系，在此基礎上以朗肯土壓力理論為前提建立了考慮基坑支護結構位移的主動區土壓力公式;並對公式中的主動極限位移的計算做了研究，提出了主動極限位移的兩種計算方法;把這兩種方法都運用於考慮支護結構位移的主動土壓力計算公式，進而結合工程實例，對考慮支護結構位移的主動土壓力公式進行了驗證，驗證了公式的合理性。 -
The study of reduced coefficient of active earth pressure
主動土壓力折減系數的研究 -
Coefficient of active earth pressure
主動土壓力系數 -
Astro news - " the active earth
天文新知活力地球 -
Active earth pressure
主動土壓力 -
Finally the reduced coefficient of active earth pressure has been analyzed in this paper, which further confirmed the formula rationality
最後對主動土壓力折減系數做了分析，進一步驗證了公式的合理性。 -
The analysis results indicated that the earth pressure was related to the material in properties pattern, distributed in parabolic pattern, and its value was greater than the active earth pressure
結果表明，此類擋墻墻背土壓力的分佈與填料及地基材料參數有關，一般呈拋物線形分佈；土壓力的大小遠大於主動土壓力。 -
The distance from figure center of the parabola to the potential slide surface is less than half of the section length. mechanical conditions of this method include not only force equilibrium but also moment equilibrium. as for the beam - on - foundation, its pressure can be calculated by homogeneous hypothesis or winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximatively on the long term working step
對于樁在滑面以上段所受的坡體荷載，提出可按形心偏下的拋物線型分佈模式計算，並在滿足力的平衡條件的同時還滿足力矩平衡條件；對于地樑上作用的坡體荷載，提出在錨索張拉階段可按均布或溫克爾（ winkler ）地基假定或彈性半無限體地基假定來計算，在工作階段則一般可以近似按庫侖主動土壓力理論計算。 -
Slope pressure on the beam - on - foundation can be calculated by winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximately on the long term working step. in addition, calculation methods of internal force of prestressed anchor - cable beam - on - foundation are provided
對于作用於地樑上的坡體荷載，提出在錨索張拉階段可按winkler地基假定或彈性半無限體地基假定來計算，在工作階段則一般可以近似按庫侖主動土壓力理論計算。
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