1) confined compression secant modulus
侧限割线模量
2) laterally confined module
侧限模量
3) secant modulus
割线模量
1.
An undisturbed-soil secant modulus method for calculation of nonlinear settlement of soil foundations;
地基非线性沉降计算的原状土割线模量法
2.
According to experimental results of stress-strain relationships,the secant modulus and mobilized internal friction angle are analyzed,and the results show that the modulus and mobilized friction angle.
根据应力应变关系的试验结果,分析了膨胀性泥岩的割线模量和发挥内摩擦角,结果表明割线模量和发挥内摩擦角均随围压的变化而变化,且拟合了割线模量和发挥内摩擦角与应变的关系。
3.
The following paper analyzes nowadays calculating method of final ground settlement,tests and verifies the feasibility of calculating final settlement by secant modulus method,poses a suggestion of adopting secant modulus method to estimate final settlement.
对目前采用的最终沉降量计算方法进行了分析比较,通过工程实例,验证了割线模量法计算最终沉降量的可行性,提出了宜采用割线模量法估计最终沉降量的建议。
4) secant moduli
割线模量
1.
The secant moduli yield surfaces and the average stress concentration factors of the matrix are derived.
对于两种复合材料,即单向排列纤维形成的正交各向异性材料和在截面内随机排列纤维形成的横观各向同性材料,作出了割线模量,基体应力增大系数及屈服条件曲线。
5) secant modulus method
割线模量法
1.
Study on some problems of settlement calculation with secant modulus method and its modification;
割线模量法在沉降计算中存在的问题及改进探讨
2.
Considering the effect of consolidation process on foundation modulus, sand-drain foundation was transformed into uniform ground according to its permeability,and the variation of foundation modulus was simulated by using the outcome of routine oedometer test and the secant modulus method.
该方法考虑加固过程中地基模量变化的影响,将砂井地基在渗透性上等效为均质地基,通过常规压缩试验成果和割线模量法来反映地基模量的变化。
6) oedometric modulus
侧限压缩模量
1.
Calculation of oedometric modulus of soil and its application based on the routine soil test;
基于常规试验的土体侧限压缩模量计算方法及应用
2.
A simplified calculation method of oedometric modulus of soil and its application;
土体侧限压缩模量简易计算方法及其应用
补充资料：割线
通过圆周或其他曲线上任意两点的直线。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条