- 本構(gòu)模型割線模量
- 地基應(yīng)力和變形割線模量
- 割線模數(shù)
- 視模數(shù)
- 正割模量
- 正割模數(shù)
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secant modulus中文什么意思
例句與用法
- Firstly , the paper puts out the formulas used to calculate displacement by secant modulus , which think about the influence on lateral displacement
提出了飽和粘土利用割線模量法計(jì)算固結(jié)沉降，且考慮側(cè)向變形影響的公式。 - The secant modulus is used to calculate final settlement of high - stacked soil , compared with the result of e ~ p curve , the error is in the limit of tolerance
同時(shí)將割線模量計(jì)算沉降的方法應(yīng)用到高填方自身作用下的最終沉降計(jì)算中，通過(guò)與應(yīng)用e p曲線計(jì)算的結(jié)果進(jìn)行比較，其誤差在允許范圍之內(nèi)。 - Empirical expressions of the total longitudinal strain and the secant modulus are given . in addition , the relationships of the increasing rate of the total second - stage strain and the decreasing rate of the secant modulus with the number of cycles are obtained respectively
給出了縱向總應(yīng)變、割線模量的經(jīng)驗(yàn)公式，及其第二階段總應(yīng)變?cè)鲩L(zhǎng)率、割線模量衰減率分別與疲勞壽命的經(jīng)驗(yàn)公式。 - 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(duì)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。 - During continuous loading , the loess ' s structure is destroyed completely at the point of the least secant modulus and the loess ' s deforming process goes into the third stage after it the experiential - analytical solution of the secant modulus of different stages is deduced and the influence of water content is analyzed
本文提出了即時(shí)割線模量的概念，認(rèn)為在荷載連續(xù)施加過(guò)程中，割線模量最小的點(diǎn)即結(jié)構(gòu)完全破壞點(diǎn)，此后即進(jìn)入第三階段。通過(guò)分階段進(jìn)行分析探討，得出了各個(gè)階段的割線模量的經(jīng)驗(yàn)解析解，并分析了含水量對(duì)其產(chǎn)生的影響。