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compression curve中文是什么意思

  • 壓縮曲線

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  • 例句與用法
  • Virgin compression curve
    原始壓縮曲線
  • The compression curves of soft clay of different disturbance degree finally intersect at 0 . 42eo
    不同擾動度的壓縮曲線最終交于0 . 42e _ 0位置。
  • From the oedometer compression curves , the gradual damage course of soil structure is indicated apparently during loading
    從固結(jié)儀壓縮曲線更可反映土體受荷后結(jié)構(gòu)性的漸進破壞過程。
  • The research indicate that the structured soft clay has below several characteristic , the viscous strain is produced during the stage of primary consolidation and of second consolidation , and in the prophase , the relation of stress - strain - strain rate is unique , so the form of constitutive model , such as , f ( v ' , e ) = 0 , f ( ' v , e , t ) = 0 , ca n ' t describe strain behavior of soil skeleton rationally ; the time - dependent properties involve three aspects , in addition the time - dependent strain , apparent preconsolidation pressures that depend on strain rate , and the effect of creep compression on apparent preconsolidation pressures ; because of holding structural strength , the mechanics characteristic is determined by the magnitude of stress , and the compression curve is composed of several sections . by combining structural yield stress and it ' s characteristics with the improved time line model , a new one - dimensional elastic visco - plastic consolidation model is established
    研究結(jié)果表明，結(jié)構(gòu)性土的固結(jié)過程具有以下特性：主固結(jié)和次固結(jié)階段都包含有因土骨架的粘滯性移動而產(chǎn)生的變形，而且在正常固結(jié)階段，存在應(yīng)力?應(yīng)變?應(yīng)變速率的唯一性， f ( _ v ， e ) = 0 、 f ( _ v ， e ， t ) = 0形式的本構(gòu)關(guān)系不足以描述土骨架的變形行為；固結(jié)壓縮過程中的時間效應(yīng)包括三個方面的內(nèi)容，除了應(yīng)力應(yīng)變關(guān)系與時間相關(guān)外，還包括粘滯性變形引起表觀前期固結(jié)壓力增加和屈服應(yīng)力的應(yīng)變速率效應(yīng)；軟土的結(jié)構(gòu)性使其力學特性與應(yīng)力水平相關(guān)，壓縮曲線具有分段性。
  • As a result , the p - v curve of the target was a quasi - isentropic compression curve , which consisted of small hugoniot curves ( similar to isentropic curves ) from different original states , and was located betwee n the hungoniot curve and isentropic curve but closer to the latter . finally , on a two - stage light - gas gun , titanium alloy projectiles ( with mass of 0 . 35 ~ 2 . 80g ) were driven intact to hypervelocities as over 15km / s by 93w - ofc - tc4 - a1 - mb2 system flier - plate with graded wave impedance , although the fl
    在二級輕氣炮上，利用93w - ofc一tc4一al一mb :系波阻抗梯度飛片成功將克量級( 0 . 35一2 . 809 )欽合金二級飛片發(fā)射到了15kln / s以上的超高速度，且二級飛片主體是完整性，但其平面性和飛行姿態(tài)還有待于今后的深入研究。
  • The systematical experimental study on the structure characteristic of soft clay from wenzhou has been carried out . based on schmermann and nagaraj ' s experimental conclusions and a large number of structure characteristic experiments of soft clay from wenzhou , an updated correction method of compression curve of disturbed soil is presented . the corrected compression curve is composed of four sections : horizontal section , elastic compression section , structure dilapidation compression section and normal compression section
    結(jié)合溫州軟土進行了結(jié)構(gòu)性試驗，對軟土的結(jié)構(gòu)性進行了系統(tǒng)研究，在schmertmann和nagaraj等人實驗結(jié)論及大量溫州軟土結(jié)構(gòu)性試驗的基礎(chǔ)上，得到了結(jié)構(gòu)性軟土的四段式壓縮曲線：水平段、彈性壓縮段、結(jié)構(gòu)破損突降段，正常壓縮段。
  • The sedimentation compression lines of natural clays , intrinsic compression lines of reconstituted clays and oedometer compression curves can be normalized by a void index , then the difference of the structural clays and reconstituted clays as well as the gradual damage course of soil structure are showed apparently
    用孔隙指數(shù)來歸一化天然粘土的沉積壓縮曲線、重塑土的壓縮曲線和固結(jié)儀壓縮曲線，可以很清晰地揭示出結(jié)構(gòu)性土與重塑土的內(nèi)在差別、固結(jié)儀試驗中土體結(jié)構(gòu)性的漸進破壞過程。
  • The research results show that compression curves of intact loess and man - made cement structural loess are very approached to each other on the condition of some certain moisture content and cement content , so the method of using cement as bonding material to make man - made cement structural loess is available
    結(jié)果表明，在一定的含水量及水泥含量條件下，水泥結(jié)構(gòu)性試樣的壓縮曲線幾乎與原狀黃土的重合，這說明，用水泥作為粘結(jié)材料人工制備結(jié)構(gòu)性黃土試樣是可行的。
  • Finally , two examples show that , the availability and practicability of the new model is verified . the analysis of calculation result of berthiervill test embackment shows different part of compression curve have different influence upon the course of consolidation , and correct coefficient and viscous effect have great significance on deformation forecast . associated with the wenzhou airport runway engineering , the reason of increasing of pore - water pressuer in under - lying soft layer and post - construction settlement are given
    最后，通過兩個工程實例的分析來說明本文模型的有效性和實用性:一是對berthiervill填土試驗場的軟基實測數(shù)據(jù)和理論成果進行對比分析，闡明考慮結(jié)構(gòu)性擾動和粘滯性效應(yīng)對分析天然粘土固結(jié)壓縮性的重要性;二是對溫州機場袋裝砂井超載預(yù)壓工程進行數(shù)值模擬，指出停荷預(yù)壓期間下臥層孔壓增加和工后沉降大的原因。
  • The physical process of generating quasi - isentropic compression on target via flier - plates with graded wave impedance might be considered as the successive overlap of a series of small shock loading waves generated by the transition layers in the flier - plate . as a result , the p - v curve of the target was a quasi - isentropic compression curve , which consisted of small hugoniot curves ( similar to isentropic curves ) from different original states , and was located between the hungoniot curve and isentropic curve but closer to the latter
    波阻抗梯度飛片對靶板的壓縮過程是一系列弱沖擊加載波相繼發(fā)生作用疊加的結(jié)果，靶板由此獲得的p - v線是一組通過不同起始狀態(tài)點的hugoniot線的連線，這條連線可以近似看作是由小段小段等熵線連接而成的準等熵線。
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