片语

dilatation or volumetric strain膨胀或体应变

inelastic volumetric strain非弹性体积应变

volumetric tidal strain体应变固体潮

volumetric plastic strain increment体塑性应变增量

plastic volumetric-strain increment塑性体应变增量

volumetric shrinkage strain体积收缩率

average plastic volumetric strain平均塑性体积应变

volumetric strain formula体应变公式

Volumetric strain responses体应变响应

英汉例句

• in this paper a double hardening model with two hardening parameters(i. e. plastic volumetric strain and shear strain) and a single smooth yield function has been proposed.

  本文中建议了一个包含塑性体应变和偏应变两个硬化参数的封闭屈服面模型，可以同时应用于正常固结土和超固结土。

• the volumetric strain induced by shear stress is shrinking at first, then dilating later under triaxial compression test conditions, of which the value is determined by density and stress state.

  三轴压缩试验条件下，剪应力引起的体积变形一般是先剪缩后剪胀的，其大小由密度和应力状态决定。

• the accumulated damage model is viewed as the function of equivalent plastic strain, plastic volumetric strain and pressure.

  积累损伤作为等效塑性应变、塑性体积应变和压力的函数。

• based on the principle of interaction between plastic volumetric strain and plastic generalized shear strain, the method of numerical modeling for constitutive relations of clay is studied.

  以塑性体应变与塑性剪应变之间的相互作用原理为指导，对粘土本构关系的数值建模方法进行了研究。

• the test results show that the stress value of the maximum volumetric strain is greater than the stress of the peak of the s-wave velocity but less than that of the compressive strength.

  试验结果表明：不论应力应变曲线上的直线部分是否明显，都可以用检测横波速度最大值的办法确定巖石的应力门槛值；

• the relationship between the breakage volumetric strain and the relative breakage can be fitted by a power function.

  破碎体应变和破碎率之间存在近似的幂函数关系。

• strength, volumetric strain and permeability coefficient, and even moisture-distribution above ground water surface can be determined by the soil-water characteristic curve.

  根据土水特征曲线可以确定非饱和土的强度、体应变和渗透系数，甚至可以确定地下水面以上水份分布。

• it is found that the irreversible shear strain and irreversible volumetric strain are dependent on stress history and stress path. and significant loading rate effect is observed in the tests.

  试验结果表明：一方面，不可恢复体积应变和剪切应变都具有明显的应力路径相关性，因而在传统塑性理论中将其作为硬化参量存在不合理性；

• however, poisson ratio does not influence the plastic volumetric strain in the stage of strain softening.

  在应变软化阶段，泊松比不影响塑性体积应变。

• the location of shear strain rate localization coincides in position with the location of volumetric strain rate, which is the actual failure zone of rock.

  剪切应变率（或应变）局部化区域与体积应变率（或应变）的位置重合，局部化区域就是巖样最终的破坏位置。

• the breakage volumetric strain of rockfill is positive and increases with the increase of axial strain in a trend of hyperbolic curve.

  堆石体的破碎体应变均为正值，且随轴向应变的增加而增大，两者近似呈双曲线关系。

• experimental results show the typical characteristics of soil liquefaction: excess static pore-water pressure increases, effective stress decreases, and volumetric strain increment increases.

  试验结果验证了砂土液化典型特征：超静孔隙水压升高，有效应力降低，体积压缩积累增大。

• in this model the volumetric strain due to stress-dilatancy for a granular material is composed of reversible and irreversible dilatancy components.

  在模型中，剪胀体应变由一个可逆的体应变分量和一个不可逆的体应变分量构成。

• we show that unelastic volumetric strain is directly prepositional to the number of micro-cracks, which is observed in laboratory experiments.

  从理论上得出了巖石非弹性体积应变与微裂缝数目成正比，从而解释了实验室研究的结果。

• higher lateral deformation and poisson's ratio as well as negative volumetric strain can be reached for higher pore pressure even though axial strain of specimen is lower.

  较高的孔隙压力，即使试样的轴向应变为低，可以达到较高的横向变形和泊松比，以及负体积应变。

• the volumetric strain due to stress dilatancy of sand is found to be composed of a reversible dilatancy component and an irreversible dilatancy component.

  基于对较高精度的砂土扭剪试验成果的分析，表明砂土的剪胀是由一个完全可逆的体应变分量和一个不可逆的体应变分量构成的。

• for dilative material in shear, the increment of local volumetric strain in shear band and the normal deformation of shear band due to shear dilatancy were derived.

  在剪胀条件下，分析了剪切带内部的局部体积应变增量及由于剪胀而引起的剪切带的法向变形。

• based on a series of triaxial tests, the behaviour of stress-strain and breakage volumetric strain of artificial rockfill materials is analyzed.

  通过系列的三轴试验研究了不同破碎率情况下模拟堆石料应力变形和破碎体应变的特性。

• in the test, after anisotropic consolidation, keeping the deviator stress, pore water is injected using pore water control apparatus under a constant volumetric strain controlled condition.

  该实验是在各项异性的固结作用后保持差应力，使用孔隙水控制装置在体积不变的应变控制条件下将孔隙水注入。

• by incorporating the theory of finite strain, the model is capable of evaluating the mean volumetric strain analytically, thus facilitating the procedure of numerical calculation.

  运用有限应变理论，可以将球孔扩张塑性区内的平均体积应变以解析方法导出，方便了数值化计算。

• and asymptotic state is a more common concept than critical state, which is a particular case when volumetric strain increment equals zero.

  渐近状态是比临界状态更为广泛的一个概念，临界状态是渐近状态在体应变增量为零时的特殊情况。

• result from the study provides basis for the observation of the volumetric strain and water level in deep wells.

  该计算结果为体应变观测和深井水位观测提供了分析的基础。

• on the basis of test results of artificial rockfill materials with different particle strength, the breakage volumetric strain of artificial rockfill materials was separated successfully.

  根据不同颗粒强度模拟堆石料试验结果，定量地分离出了破碎体应变。