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  • This research method can provide a new method to obtain reliable shear strength parameters of intact sliding zone soil.

    该研究方法可为获取真实有效的滑带土剪切强度参数提供一条新思路。

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  • The study on development of the shear strength of soft clay is very significant for the use of vacuum preloading method.

    软土抗剪强度增长规律性研究对真空预压法的推广应用具有重要意义。

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  • A new criterion of three dimensional mixed mode cracking is developed based on the generalized twin shear strength theory.

    基于广义双剪应力强度理论,创建了一种新的三维复合型断裂准则——广义双剪断裂准则。

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  • This paper discusses the shear strength of reinforced concrete members subjected to combined axial forces, moment and shear.

    本文讨论了钢筋混凝土构件在轴向力、弯矩和剪力共同作用下的抗剪强度。

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  • The shear strength is equal to the cohesion of substance.

    剪切强度等于物质的内聚力。

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  • It is shown that the bumps can supply sufficient shear strength for use.

    由实验结果可知钎料凸台可以提供足够的剪切强度。

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  • Moreover, the statistical methods of shear strength of soils are summarized.

    对土的抗剪强度指标的统计方法进行了总结。

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  • For unsaturate sands, oil pollution has no prominent influence on shear strength.

    石油污染对非饱和砂土抗剪强度影响不显著。

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  • Furthermore, the shear strength formula of concrete hollow brick masonry is proposed.

    提出了混凝土空心砖砌体的抗剪强度计算公式。

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  • The corrosion resistance of epoxy adhesive was assessed by its tensile shear strength.

    环氧胶粘剂的耐蚀性能是通过测定其拉伸剪切强度来评定的。

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  • For each failure mode, an explicit formula is derived for the prediction of shear strength.

    对于每一种破坏模式,给出了受剪承载力计算公式。

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  • The shear strength of BGA joint with eutectic solder is higher than that of tin-lead alloy itself.

    共晶钎料BGA球焊点的抗剪强度比锡铅合金钎料自身的抗剪强度大。

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  • The undrained cyclic shear strength of the silt is about 50% of the static undrained shear strength.

    该淤泥在波浪作用下的固结不排水剪切动强度约为静固结不排水强度的50%。

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  • This paper deals with the calculation of the shear strength of reinforced lightweight concrete beams.

    本文就钢筋轻骨料混凝土梁的抗剪强度计算问题进行了论述。

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  • The shear strength of recycled aggregates concrete perforated brick masonry has been researched by experiment.

    通过试验研究了再生混凝土多孔砖砌体的抗剪强度。

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  • The effects of secondary torsion on shear strength of biaxial flexural reinforced concrete beams are analyzed.

    探讨了次生扭矩对钢筋混凝土双向受弯梁抗剪承载力的影响。

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  • Results the transverse strength and shear strength were increased with the increase of the carbon fiber content.

    结果随着碳纤维含量的增加,根管桩的弯曲强度和剪切强度均逐渐增加。

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  • Furthermore, the shear strength formula of multifunction multifunction concrete hollow brick masonry is proposed.

    提出了多功能混凝土空心砌块砌体的抗剪强度计算公式。

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  • In this paper, an improvement example of die shear strength and bond strength of a microwave module is introduced.

    本文介绍了某微波组件芯片剪切力和键合强度的改进案例。

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  • Through shear test, effects of slope soil water content on soil shear strength of different vegetation were studied.

    本文通过直剪试验,研究边坡土壤含水率对不同植被类型土壤抗剪强度的影响。

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  • The single fiber fragmentation test has been used to determine the interfacial shear strength of composite materials.

    单纤维段裂试验作为复合材料界面剪切强度的一种测试方法被沿用至今。

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  • Bonding temperature, bonding time and interlayer thickness have an obvious effect on the shear strength of the joints.

    连接温度、连接时间和中间层厚度对接头抗剪强度具有较明显的影响。

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  • The results showed that the shear strength of fractal joints decreases nonlinearly as the filling percentage increased.

    结果表明,随着充填度的增大,分形节理抗剪强度总体上呈非线性减小。

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  • And the masonry shear strength of (concrete) hollow brick is higher than that of clay solid brick and concrete hollow block.

    混凝土空心砖砌体的抗剪强度要高于粘土实心砖、混凝土空心砌块砌体的抗剪强度。

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  • The shear strength of slide zone soil is an indispensable parameter for stability analysis and countermeasures of landslide.

    大型滑坡滑带土强度参数的正确选取,是作好滑坡稳定性评价和抗滑工程设计的重要环节。

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  • Therefore, it is instructional significant to evaluate the increase of shear strength due to the consolidation of soft soil.

    因此,合理评价地基固结过程中软土抗剪强度的增长对于工程实践具有重要的指导意义。

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  • The shear strength of the rockfill is of high nonlinearity, but the stress path almost does not influence the shear strength.

    堆石料抗剪强度具有显著的非线性特征,而应力路径对其抗剪强度影响极小。

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  • Soaking leads to a significant increase in compression deformation and a significant reduction in shear strength and cohesion.

    压实粘土浸水饱和后,压缩变形显著增加,抗剪强度和粘聚力则显著降低。

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  • Result: Isogradient HA-coated implants had a greater average interface shear strength than the uncoated ones at each time span.

    结果:术后每一时间段涂层植入体界面抗剪强度均显著高于非涂层者。

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