• Stator winding interturn compression tests.

    定子绕组做匝间耐压测试。

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  • Unconfined compression tests are performed on the cemented red clay.

    通过试验得到了水泥红粘土的基本力学参数。

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  • The uniaxial compression tests are compressed parallel to their longitudinal axis.

    单轴压缩试验压缩方向平行于长轴。

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  • The uniaxial compression tests under different ways of loading were performed on a variety of rock samples.

    用几种不同加载方式对岩石样品进行了单轴压力实验。

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  • The mechanical behavior of 7a04 alloy in the semisolid state has been studied through isothermal compression tests.

    通过半固态等温压缩实验,研究了7a04合金在半固态压缩过程中的力学行为。

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  • The parameters adopted in the model can be obtained by compression tests or referred to similar settlement record data.

    模型中采用的参数可以通过压缩试验或反分析沉降资料的方法获得。

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  • A series of triaxial compression tests were performed to investigate the deformation characteristics and critical state of sand.

    通过一系列室内三轴压缩试验研究了砂土的变形特性与临界状态。

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  • Based on the isothermal constant strain-rate compression tests, the flow stress of a ultra high strength aluminum alloy was researched.

    采用等温恒应变速率压缩试验对超高强度铝合金的流动应力规律进行了研究。

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  • The shear, compression and seepage characteristics of coal wastes are studied by direct shear tests, compression tests and seepage tests.

    采用现场大型直剪试验、推剪试验、压缩试验和压水试验,分别研究了矸石山体的抗剪特性、压缩特性和渗透特性。

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  • The finite element numerical simulation for the triaxial compression tests also had been carried out using the commercial software ANSYS.

    并利用ANSYS软件考虑筋、土的相互作用对三轴试验进行了数值模拟计算。

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  • Next, analysis of uniaxial compression tests for rock specimens subject to shear failure is conducted and the criterion of instability is deduced.

    又对单轴压缩岩样剪切破坏进行了分析,得到了其失稳判据。

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  • Uniaxial compression tests are performed on saturated frozen sand at various temperatures and strain rates. The elastic modulus is obtained from these tests.

    通过在不同温度及不同应变率下对饱和冻结中砂进行单轴压缩试验,获得了静载下饱和冻结中砂的弹性模量。

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  • The results show that the fracture system and the main fractures of rock under uniaxial compression tests are of highly self similar characteristic in statistics.

    结果表明, 在单轴受压时,岩石破裂系和主破裂均表现出很好的分形性质, 分维随着压力增加而上升。

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  • Based on the conventional triaxial compression tests of the Three Gorges granite, the complete stress-strain curves under different confining pressures have been attained.

    通过对三峡花岗岩进行常规三轴压缩试验,得到不同围压下的应力—应变全过程曲线。

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  • The compression tests are made on 18 autoclaved fly ash perforated brick masonry samples and 15 common clay brick masonry samples taking mortar strength as main parameter.

    以砂浆强度为主要参数,对18个蒸压粉煤灰多孔砖砌体试件及15个普通黏土砖砌体试件进行受压试验。

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  • Conventional triaxial compression tests of granite were made and the fracture surfaces of samples tested under different confining pressures were studied by fractal analysis.

    用花岗岩试件做了常规三轴压缩试验,对在不同围压作用下的岩石断裂表面进行了分形研究。

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  • Numerical analyses of plane strain compression tests for the geogrid-reinforced sand specimens were conducted by the nonlinear elastoplastic FEM considering strain localization.

    利用可考虑局部破坏的非线性弹塑性有限元,对无加筋和加筋砂土的平面应变压缩试验结果进行了从小变形到破坏的全过程数值解析。

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  • On condition of simulated earthquake loading, a series of cyclic triaxial compression tests with undisturbed samples of loess from Xian for investigating the dynamic properties was carried out.

    本文在模拟地震荷载作用条件下,对西安地区原状黄土的动力特性进行了较广泛的循环三轴试验。

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  • Finally, the rule of the change between the curve of stress-strain and the characteristics of acoustic emission in different rocks were obtained through the compression tests of different rocks.

    最后通过岩样的压缩试验得出了不同岩样的岩石应力、应变曲线与声发射特性之间的变化规律。

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  • Based on axial compression tests of 18 lightweight aggregate concrete-filled steel tube (LACFST) long columns, the behavior of LACFST long columns was studied and compared with that of normal CFST.

    对18根不同长细比和含钢率的钢管轻集料混凝土长柱进行轴压试验,研究了钢管轻集料混凝土长柱在轴心压力下的受力性能,并与钢管普通混凝土进行了对比。

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  • Compression tests, tension tests and direct shear tests on light concrete show that it can be used as a new material for embankment filling.

    通过室内抗压、抗拉及抗剪强度试验,说明了轻型混凝土可作为一种新型的路堤填筑材料。

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  • Compression tests, tension tests and direct shear tests on light concrete show that it can be used as a new material for embankment filling.

    通过室内抗压、抗拉及抗剪强度试验,说明了轻型混凝土可作为一种新型的路堤填筑材料。

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