靜力變質作用 的英文怎麼說
中文拼音 [jìnglìbiànzhízuòyòng]
靜力變質作用
英文
diagenism- 靜 : Ⅰ形容詞1. （安定不動; 平靜） still; calm; motionless 2. （沒有聲響; 清靜） silent; quiet Ⅱ名詞（姓氏） a surname
- 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
- 質 : Ⅰ名詞1 （性質; 本質） nature; character; essence 2 （質量） quality 3 （物質） matter; substance;...
- 用 : Ⅰ動詞1 （使用） use; employ; apply 2 （多用於否定: 需要） need 3 （敬辭: 吃; 喝） eat; drink Ⅱ名...
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The interactions between particles were discussed based on dlvo and edlvo theories. experiment results show the effect of the ph on the dispersion is due to the repulsion interactions of electrical double layer ; and addition suitable inorganic dispersant or organic macromolecule dispersant results in improvement the stabilization of the dispersion. the main action of the inorganic dispersants is to increase the repulsion interactions of electrical double layer and the main action of organic macromolecule dispersant is to increase hydration shell and steric hindrance
研究表明： ph對顆粒分散的影響主要體現在對顆粒間雙電層靜電排斥力的改變；添加合適分散劑可以改變顆粒在水中的分散性；無機電解質的分散機制主要是增加顆粒表面的雙電層靜電排斥作用能，而高分子分散劑的分散機制主要是增加顆粒的水化膜排斥能和位阻排斥能；復合分散劑的分散效果要優于單一分散劑；提出了用經時損失性來評價分散穩定性。Based on a certain engineering practice, by analyzing many laboratory and in - site test data together with two groups of loading test, the variable regularity of physical mechanics properties of foundation soil is discussed
根據某工程實例，通過室內外大量試驗數據的分析，並結合兩組靜載荷試驗，探討了地基土長期荷載作用下，土的物理力學性質的變化規律。From chapter 4 to chapterl 1, a serial of comparable methods were adapted to analyze the obtained results in chapter 2 and chapter 3, in order to describe quantitatively the changing of engineering geological environmental factors with time and space that is induced by different wave loading action, including reaction of topo and morphologic features to hydraulic condition, reaction of grain size and mineral composition to it and reaction of static and dynamic mechanical index to it
在此基礎上，針對現場和室內實驗取得的結果資料，採用一系列統計分析方法，定量描述水動力作用導致的黃河口典型研究區工程地質環境要素隨時間和空間的變化，包括形貌特徵對水動力條件響應、沉積物的粒度與礦物成分及結構對水動力條件的響應、沉積物的靜力與動力學指標對水動力條件的響應。As for static or dynamic investigation, the results figured out based on interactive sps are deviate from that based on fixed - base hypotheses structure and the loading and deforming features exhibited in interactive system under the condition of various soil - layer, soil properties and pile properties etc are also discrepant, so the interactive design of whole foundation and superstructure parts are necessarily and primly emphasized by numerous researchers in engineering practice
廣大研究者和工程技術人員在實踐中已經意識到將上部結構和基礎考慮作為一相互作用的整體進行設計的必要性和優越性，無論是對于靜力還是動力特性研究，樁-土-結構作為一個整體計算出的結果不僅與通常的剛性地基假定所得有較大出入，而且不同土層土質、樁屬性條件下的相互作用體系所表現的受力與變形特點也不盡相同。In the last, the thesis gives the four model compare test. it include common static roller, vibratory roller impactive roller and composite roller model test. the density and soil stress be measured at same time in the test
最後本文還進行了四種壓路機模型的對比試驗，靜碾壓路機模型、振動+靜碾壓路機模型、沖擊+靜碾壓路機模型和振動+沖擊+靜碾壓路機模型，採用了宏觀測量壓實度和微觀監測土體內應力變化並用的方法，分析比較了各種模型的作業效果和被作用介質應力的變化規律。4. with the consideration of practical soil - pile interaction, the soil around pile is modeled as a three - dimensional viscous - elastic continuous medium and the time effect of the settlement of single pile is studied. the semi - analytical solutions for vertical displacement of soil and for the relationship between settlement of pile head and time were obtained by laplace transform method and fourier inverse method, and the law of the settlement of pile head varying with time was then analyzed and discussed
考慮樁土藕合作用的單樁沉降時間效應研究從研究空間軸對稱問題的角度出發，將樁周土體建模為三維粘彈性連續介質，更為合理地考慮了靜荷載下樁土系統中單樁與樁周土的藕合作用，分別建立了樁周土體和樁體的靜力平衡方程，並通過拉普拉斯變換、傅立葉逆變換等數學手段，獲得了單樁樁周土體的垂直變形和樁頂沉降在拉普拉斯變換域內的解析解和在時間域內的半解析解，進而分析討論了單樁沉降隨時間變化的規律。Based on the analytical solution, the influence of all relevant parameters on the settlement behavior of single pile was analyzed and discussed. 2. the time effect of the settlement of single pile in layered soil was studied
採用分離變量法求解得到了均質地基中受靜力荷載作用的單樁樁頂沉降與時間關系的解析解，並據此分析討論了各種參數的變化對單樁的沉降與時間關系的影響。分享友人