secant modulus meaning in Chinese
本构模型割线模量
地基应力和变形割线模量
割线模数
视模数
正割模量
正割模数
Examples
- Firstly , the paper puts out the formulas used to calculate displacement by secant modulus , which think about the influence on lateral displacement
提出了饱和粘土利用割线模量法计算固结沉降，且考虑侧向变形影响的公式。 - 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
同时将割线模量计算沉降的方法应用到高填方自身作用下的最终沉降计算中，通过与应用e p曲线计算的结果进行比较，其误差在允许范围之内。 - 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
给出了纵向总应变、割线模量的经验公式，及其第二阶段总应变增长率、割线模量衰减率分别与疲劳寿命的经验公式。 - 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
本文首先验证了用割线模量法计算软土地基最终固结沉降的可靠性；其次得到了渗透参数k _ ( 10 )和孔隙比e的经验关系，并且更进一步给出了渗透系数k _ ( 10 )和应变之间的经验公式，更重要的是对求取固结系数的方法给予了改进，该方法反映了固结系数随应变和应固结压力的变化规律。 - 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
本文提出了即时割线模量的概念，认为在荷载连续施加过程中，割线模量最小的点即结构完全破坏点，此后即进入第三阶段。通过分阶段进行分析探讨，得出了各个阶段的割线模量的经验解析解，并分析了含水量对其产生的影响。