在研究岩土类材料强度变形特性的基础上，开展重塑黄土的强度特性分析。
Remolded loess stress-strain relations are analyzed under the situations of true tri-axial; Specimen failure modes are described and analyzed the mechanism.
以不同条件的碱渣三轴试验为基础，研究了碱渣的强度变形特性，并且分析了碱渣强度产生的机理。
The strength-deformation characteristic of the soda residue and the mechanism of the strength were studied and analyzed on the basis of triaxial test data of residue under different conditions.
试验表明，两种加载途径的强度特性大致相似，但变形特性、脆延性差异较大。
The result shows that for these two load processes the strength characters are basically the same while deformation properties and brittleness and ductility are quite different.
所建立的数学模型充分考虑了裂隙的渗透、变形与强度特性，可以模拟裂隙在水分入渗过程中逐渐愈合的过程。
In the numerical models, fissures characteristics of seepage, deformation and strength are overall considered, and then fissures healing process can be simulated.
利用人工钙质砂和三轴剪切试验手段，就颗粒破碎及其对钙质砂变形和强度特性的影响进行分析研究。
The influence of particle breakage on deformation and strength properties of calcareous sands was investigated using artificial calcareous sands and triaxial testing.
在岩石相似材料单轴压缩试验中，不同的材料配比和加载速率将直接影响到相似材料的变形与强度特性。
During the rock similar material uniaxial compressive test, the deformation and strengthen character were directly affected by different material proportion and loading rate.
高强混凝土的强度和变形特性与普通混凝土的相比有较大差别。
Compared with common concrete, the strength and the deformation characteristics of high-strength concrete vary greatly from that of common concrete.
通过室内试验，研究了大坝土体动强度特性及动变形特性，确定了大坝土体动力计算参数。
According to the laboratory tests, the dynamic strength and deformation properties of the dam material are studied and its dynamic calculation parameters are also determined.
用建议模型对某土石坝的石渣料进行了预测和比较，结果表明，模型能够合理地预测粒状材料的变形和强度特性。
The model performance has been illustrated by comparing the model prediction results with the data of triaxial compression tests on rockfill material in the wide range of the confining-pressure.
本文通过试验研究铁锰薄硬壳层强度与变形特性，并结合工程进行模拟研究，为下一步从事设计与研究提供参考。
This paper study the layer's strength and strain characters through experiments, and the obtained data can be a reference for the engineering design and the advanced research.
确定地基土的固结历史对计算其变形和强度特性有着重要的作用。
The consolidation state of soft soil is of significance for evaluation of deformation and strength of foundation soil.
其具有压实性能好、透水性强、填筑密度大、抗剪强度高、沉陷变形小、承载力高等工程特性，是一种性能良好的天然建筑材料。
As a sort of nicer natural building material, it has good compactibility, high permeability, great filling density, high shear strength, less settlement and deformation, and high bearing capacity etc.
试验表明，两种加载途径的强度特性大致相似，但变形特性、脆延性差异较大。
The result shows that for these two load processes the strength characters are basically the same while deformation properties and...
系统地探讨了有侧应力作用时，混凝土在不同加载速率下的受压变形和强度特性。
The compressive deformation and strength of the concrete under different loading rates and lateral stresses are studied systematically in the paper.
为了研究三个主应力不同情况下的土体强度和变形特性，需要进行复杂的真三轴试验研究，本文主要研究内容如下。
In order to study the pressure features and deformation features of soil under three different major stresses, complicated truly triaxial test are needed.
本文通过三种尾矿砂的三轴剪力试验对尾矿砂在高压力下的变形与强度特性进行了研究。
In this paper, the strength and deformation characteristics of tailing under high pressure were studied with triaxial tests on three kinds of tailing.
高速铁路路基填料的动强度和累积变形特性是保证高速铁路正常运营的重要因素之一。
The dynamic strength and accumulated deformation characteristics of subgrade filling are one of the most important factors affecting the normal operation of high speed railways.
当粘粒、粉粒含量变化时粉土的动强度、振动孔压性状及液化后变形特性等问题都值得深入研究。
It is still deserved to study the liquefaction strength and dynamic pore water pressure and post-liquefaction character of silt when the clay particle content and silt particle content change.
简要介绍了残积土边坡滑动变形特点和地质分布特征，分析了残积土的强度特性。
The slide characteristic and geologic distribution of residual soil slope are introduced, the strength character of residual soil is analyzed.
次生粘土矿物的形成将引起源矿物、矿物集合体及岩块的强度与变形特性的显著变化，诱发岩石向松散介质转化。
Secondary clay minerals in rock may bring about marked changes in strength and deformability of parent minerals, mineral aggregation and rock and promote rock to evolve toward loose medium.
最后，通过实例数值模拟分析，重点讨论了负刚度模型对强震下钢筋混凝士框架结构的强度、变形和延性等方面特性的影响。
Finally, the influences of the negative stiffness model on the behaviors such as strength, deformation and ductility of reinforced concrete frame structures un.
通过动扭剪试验研究饱和粉煤灰的动孔隙水压力特性、动强度特性以及振陷变形特性。
Some behaviors of saturated flyash such as pore water pressure, dynamic strength, and dynamic deformation are studied by the dynamic torsional shear test.
X射线CT研究混凝土的目的是通过CT扫描获得的CT图像，分析混凝土在不同荷载作用下细观裂纹的演化过程，解释混凝土宏观强度和变形特性。
The purpose of studying concrete using X-ray CT is to analyze concrete meso-crack evolution process and explain concrete macroscopic strength and strain character based on concrete CT images.
结果血液在低强度毫米波照射下，血流动力学特性指标，包括血液粘度及红细胞的变形性和聚集性等都有不同程度的改变。
Results the blood viscosity and deformability and the aggregation index of the red blood cells were changed to various degrees upon the radiation under different conditions.
通过击实试验和击实后土样的压缩和剪切试验研究红黏土的变形和强度特性。
The deformation and shear strength of lateritic clay are studied by compaction tests and shear tests.
先期固结压力是土的重要力学特性参数，对变形计算和强度分析有较大影响。
The preconsolidation pressure is an important parameter for soil deformation calculation and strength analysis.
它具有优良的平衡，包括强度，刚度，热变形，立体性和电性能的特性。
It exhibits excellent balance of properties including strength, stiffness, HDT, dimensional resistance and electrical properties.
而对于因承压水引起的坑底土体隆起变形，若不考虑土体的强度特性，计算结果是偏于安全的。
It is essential to consider the mechanical strength of soil in analyzing the base heave caused by the confined ground water, otherwise, the calculated result is unreasonable to some degree.
而对于因承压水引起的坑底土体隆起变形，若不考虑土体的强度特性，计算结果是偏于安全的。
It is essential to consider the mechanical strength of soil in analyzing the base heave caused by the confined ground water, otherwise, the calculated result is unreasonable to some degree.
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