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triaxial相关的网络例句

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与 triaxial 相关的网络例句 [注:此内容来源于网络,仅供参考]

Under triaxial compressive conditions, with an increase of loading, the propagation and sliding of microcracks in rocklike materials become increasingly intense and lead to a serial of consequences, such as nonlinear stress-strain relationships, deterioration of elastic modulus, anisotropic deformation, volumetric dilatancy and irreversible plastic strain, etc..

三维压缩条件下,随着载荷的逐渐增加,岩石类材料内部微裂纹的传播与错动不断加剧,最终导致非线性应力-应变关系、弹性模量的减小、变形的各向异性、体积膨胀以及不可逆塑性变形等结果。

The result shows that the relationship between suction and suctional strength is unlinear, the difference of suctional strength in the two paths that desorption and absorption of moisture is not obvious under a certain cell pressure. According to the result of triaxial test, a shear strength formula of ningming unsaturated expansive soils is put forward.

结果表明宁明膨胀土的吸力与吸附强度之间的关系是非线性的,一定的围压作用,吸湿和脱湿路径下的强度有差异但不明显,由此提出宁明非饱和膨胀土有效应力强度理论公式。

Dynamic and static elastic parameter s of rock samples are measured synchronistically under triaxial stresses.

在三轴应力下对砂、泥岩等岩芯进行了岩石力学参数的动、静态同步测试,并对动静态弹性参数进行了线性回归。

Meanwhile, disturbed function is built by the results of undrained triaxial shear tests and electrical resistivity tests.

以三轴试验与电阻率测试结果为基础,进行了扰动函数的构建。

All model parameters could be easily gained from the results of one-dimensional compression tests and triaxial undrained shear tests.

分别计算了代表性等向和K0固结黏土的三轴不排水等应变率加载、不排水剪切蠕变及蠕变破坏过程,与试验结果进行对比,验证本文模型的有效可行性。

The theoretical predictions are compared with triaxial drained and undrained compression test results of a marine soft soil; it is shown that the model is reasonable.

将理论预测与某海洋软土三轴排水与不排水剪切试验结果比较,显示了该模型的合理性。

The steady strength of saturated loess is examined using stresscontrolled undrained consolidation triaxial test.

通过对饱和黄土的固结不排水三轴试验研究了饱和黄土的稳态强度理论。

Results from undrained triaxial shear tests show that the model can describe the stress-strain characteristics fairly well and could be applied to practice.

在模型构建中,融入初始应力各向异性的影响,从而使模型能更好地反映软土实际工程情况。三轴排水剪切试验验证结果表明,该模型可较好反映软黏土受荷下的结构变化情况和受力特性。

A series of undrained and drained cyclic triaxial tests have been done to study the cyclic behavior of a Nanhai marine silty soil .

通过一系列不排水及排水条件下的周期三轴试验,对南海海洋粉质土的动力特性进行了研究。

The research contents include following aspects:(1) In this paper,a series of consolidated and undrained triaxial compression tests were carried out on soil samples of various dry density to study strain types ;the stable prosperities and strength characteristics of the silty soil of the Yellow River Estuary.

论文的主要研究工作包括:(1)通过对不同干密度的黄河口粉质土重塑土样的固结不排水剪切试验,分析探讨黄河口粉质土的应变类型;强度指标的变化规律以及稳态强度的特征。

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