例句與造句

1. Testing of carbon materials ; determination of the coefficient of permeability by means of the vacuum - decay method with air as experimental gas ; solid matters
   炭素材料試驗(yàn).用空氣作實(shí)驗(yàn)氣體的真空衰減法測定透氣
2. By orthogonal tests , the influence of three factors on the coefficient of permeability of soil - rock - mixture , the significance of different factors was determined
   通過正交試驗(yàn)確定了3種因素對土石混合體滲透系數(shù)的影響順序及各因素的顯著性水平。
3. In numerical calculations , the effects of rainfall pattern , rainfall intensity , coefficient of permeability and shape of slope layer to the development of subsurface flow are examined
   討論了降雨的方式，降雨的強(qiáng)度，滲透系數(shù)以及斜坡地層的形狀對地下水流進(jìn)展過程的影響。
4. Based on the lab orthogonal tests , using self - manufactured constant head permeameter , the effect of gravel content , void ratio and particle shape on the coefficient of permeability of soil - rock - mixture was studied
   本文采用室內(nèi)正交實(shí)驗(yàn)，利用自制的常水頭滲透儀，研究了礫石含量、孔隙比和顆粒形狀3個(gè)因素在不同水平下對土石混合體滲透系數(shù)的影響。
5. A formula for calculating the coefficient of permeability of soil - rock - mixture was proposed and was verified by the experimental results , thus a concise and useful computational tool for the theoretical calculation of coefficient permeability of soil - rock - mixture was offered
   提出了土石混合體滲透系數(shù)計(jì)算公式，并通過試驗(yàn)結(jié)果驗(yàn)證了計(jì)算公式的正確性，為土石混合體滲透系數(shù)的理論計(jì)算提供了一個(gè)簡明有用的計(jì)算工具。
6. It's difficult to find coefficient of permeability in a sentence. 用coefficient of permeability造句挺難的
7. With the method of the lie group transformation , the symmetry of the equation governing one dimensional finite strain consolidation is discussed and , from the point of the symmetry , the feasibility to obtain the analytical solution of these nonlinear partial differential equations is discussed . where - after exact or approximate analytical solutions focused on different consolidation problems are obtained , these including : under some assumptions of relations of the void ratio with coefficient of permeability and effective stress , the method of lie group transformation is applied to solve the non - linear partial differential equation of large strain consolidation of homogenous saturated clay soil in semi - infinite domain with the consideration of the material and geometrical nonlinearity during consolidation procession . the implicit exact solution without considering the effect of self - weight of soil is obtained
   運(yùn)用lie群變換方法討論了一維大應(yīng)變非線性固結(jié)方程的對稱性，以及在該對稱性的意義下求解這類非線性偏微分方程解析解答的可能性，并就大應(yīng)變非線性固結(jié)問題的多種情況求得了其完整的或者近似的解析解答，具體包括：基于有效應(yīng)力與孔隙比以及滲透系數(shù)與孔隙比之間的關(guān)系的一些假定，采用李群變換求解考慮材料非線性和幾何非線性的半無限均質(zhì)土體大變形固結(jié)非線性偏微分方程，得到了一個(gè)不考慮自重固結(jié)的完全解析解。
8. With reference to research of the logging interpretation model , it should exploit fully logging datum and the results of well core experimental analysis which was existed and analyze the relationship between the quality parameter of well core materiality and brothel log , which should further be understood in porosity , coefficient of permeability and water degree of saturation in well - core graduation
   對于測井解釋模型的研究，充分利用已有的測井?dāng)?shù)據(jù)和巖芯實(shí)驗(yàn)分析結(jié)果，分析巖芯物性參數(shù)與測井曲線間關(guān)系，對測井曲線作孔隙度、滲透率、含水飽和度參數(shù)的巖芯刻度。
9. The reliability of secant modulus method is validated in which final consolidation settlement is computed . the experience formula of coefficient of permeability ( k , 0 ) and pore ratio ( e ) is presented and the experience expression of coefficient of permeability ( k10 ) and strain ( ) is offered too . lt is important to modity the acquiring method of coefficient of consolidation , because the method embodies that strain and pressure of consolidation effect on coefficient of consolidation
   本文首先驗(yàn)證了用割線模量法計(jì)算軟土地基最終固結(jié)沉降的可靠性；其次得到了滲透參數(shù)k _ ( 10 )和孔隙比e的經(jīng)驗(yàn)關(guān)系，并且更進(jìn)一步給出了滲透系數(shù)k _ ( 10 )和應(yīng)變之間的經(jīng)驗(yàn)公式，更重要的是對求取固結(jié)系數(shù)的方法給予了改進(jìn)，該方法反映了固結(jié)系數(shù)隨應(yīng)變和應(yīng)固結(jié)壓力的變化規(guī)律。
10. The studies of plane heterogeneity are as follows : the text counts the parameters of the sandlayers " geometric shape of different sedimentous microfacies ; speculates the conditions of lateral communication by sandstone density according to the method brought forward by j . r . l . allen ; gets a group of parameters including the reservoir thickness , porosity and coefficient of permeability by using kriging method according to the data of logging results ; makes certain the direction of coefficient of permeability with variation function by modeling globosity function ; divides the sandlayers into five types by using the method of flowing cell based on three parameters , that is x h , kxh and h / h , and accounts the favorable region . on the base of above - mentioned studies , the text evaluates the heterogeneity of sandlayers and gives the resolutions to these problems to serve the development of the field
    Allen )等人提出的統(tǒng)計(jì)方法，用垂向上砂體密度的界限來推測砂體側(cè)向連通情況；根據(jù)每口井的測井解釋資料，利用克里金插值法對外間進(jìn)行插值，得到了一組反映儲層特征在平面上變化的參數(shù)，包括儲層厚度分布、孔隙度以及滲透率，并且成圖；利用變差函數(shù)法，通過球狀函數(shù)模擬，確定儲層優(yōu)勢滲透率方向：根據(jù)流動(dòng)單元法，以儲能系數(shù)、容積系數(shù)以及凈毛厚度比三個(gè)參數(shù)為依據(jù)，通過聚類分析方法進(jìn)行流動(dòng)單元?jiǎng)澐?，并且按照參?shù)特征將其分為五類，統(tǒng)計(jì)各砂層有利流動(dòng)單元區(qū)塊。
11. Through much analysis of laboratory experiments , this paper reach the conclusion that aggregate gradation , degree of compaction , water cement ratio and magnitude of cement are the main factors that influence the coefficient of permeability and the compressive resilience modulus of high air void cement - stabilized crushed stone mixture
    本文通過大量的室內(nèi)試驗(yàn)發(fā)現(xiàn)，集料級配組成、壓實(shí)度、水灰比和水泥用量是影響大孔隙水泥穩(wěn)定碎石混合料滲透系數(shù)和抗壓回彈模量的主要因素。
12. Suggest the method of division to measure the largest compacted dry density of dam ' s material with super large diameter approximately . according to the research of predecessor , suggest applying the effective void ratio or the effective void rate to compute the coefficient of permeability approximately
    采用了表面振動(dòng)法進(jìn)行室內(nèi)最大干密度的研究，提出了比例法近似測定超徑粗粒土最大干密度；在前人研究的基礎(chǔ)上，提出采用有效孔隙率或有效孔隙比的滲透系數(shù)近似估算。
13. Based on the new model , the influences caused by soil structure , apparent preconsolidation pressure , the re - compression index , the coefficient of secondary compression , the magnitude of loading , the coefficient of permeability , the rate of loading , the thickness of clay , the self - weight , the layered property etc , in the process consolidation of soil with structure , are analyzed in detail . the difference between the present model and yin & graham model was also given
    基于本文新建模型，分析論述土結(jié)構(gòu)性、表觀前期固結(jié)壓力、再壓縮系數(shù)、次固結(jié)系數(shù)、荷載增量大小、滲透系數(shù)、加荷速率、固結(jié)層厚度、自重應(yīng)力隨深度變化和土體成層性等對土固結(jié)的影響，比較本文模型與yin & graham模型的異同，闡述土結(jié)構(gòu)性和流變性對軟土固結(jié)壓縮行為的影響。