对土的抗剪强度指标的统计方法进行了总结。
Moreover, the statistical methods of shear strength of soils are summarized.
石油污染对非饱和砂土抗剪强度影响不显著。
For unsaturate sands, oil pollution has no prominent influence on shear strength.
提出了混凝土空心砖砌体的抗剪强度计算公式。
Furthermore, the shear strength formula of concrete hollow brick masonry is proposed.
通过试验研究了再生混凝土多孔砖砌体的抗剪强度。
The shear strength of recycled aggregates concrete perforated brick masonry has been researched by experiment.
采用面积比的公式计算了粉喷桩复合地基的抗剪强度。
The cut strength of cement soil pile composite foundation is calculated using the area ratio formula.
提出了多功能混凝土空心砌块砌体的抗剪强度计算公式。
Furthermore, the shear strength formula of multifunction multifunction concrete hollow brick masonry is proposed.
对干砂的抗剪强度进行了研究，认为型砂存在咬合强度。
The shear strength of dry sand has been studied, the result shows the interlocking strength existing interdry sands compacted.
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。
This paper deals with the calculation of the shear strength of reinforced lightweight concrete beams.
结果表面膨胀土的抗剪强度指标与温度均呈现较好的线性关系。
The result shows that the strength of expansive soil increases linearly with temperature.
混凝土与灰岩的抗剪强度主要受混凝土与灰岩的胶结强度控制。
Shearing strength of concrete and limestone and limestone is mostly controlled by cementation strength for concrete and limestone.
在这篇文章我们不给予任何具体的抗剪强度，只是一些相对价值。
In this article we do not give any specific shear strength, just some relative values.
考虑到容重的影响，把抗剪强度作为抗蚀力指标还是较为合理的。
Therefore, considering influement of unit weight, shear strength as anti-erosion index is reasonable.
粉质粘土的起动临界条件最小，与抗剪强度、含水量呈非线性关系；
The critical starting condition of silty clay has a non-linear relationship with shear strength and water content.
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。
Result: Isogradient HA-coated implants had a greater average interface shear strength than the uncoated ones at each time span.
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。
Bonding temperature, bonding time and interlayer thickness have an obvious effect on the shear strength of the joints.
本文首先讨论煤矸石的应力-应变、抗剪强度二者与试样尺寸的关系；
This paper firstly presents relationship between stress-strain, shear strength and size sample of gangue.
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。
The shear strength of BGA joint with eutectic solder is higher than that of tin-lead alloy itself.
理论分析认为这一施工技术对提高碾压混凝土层缝的抗剪强度效果显著。
To increase the shear strength on lift joints of the high roller compacted concrete dam (RCCD), a kind of construction method is brought forward.
结果：在术后任一时间段涂层植入体界面抗剪强度均显著高于非涂层者。
Result: Isogradient ha coated implants had significantly greater average interface shear strength than the uncoated implants at each of the time interval.
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。
The results showed that the shear strength of fractal joints decreases nonlinearly as the filling percentage increased.
探讨了材料的抗剪强度指标和密度的变异性对坝体可靠指标的影响规律。
The effect of the shearing strength indexes variation and the density variation of tailings on reliability index is analyzed.
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。
Soaking leads to a significant increase in compression deformation and a significant reduction in shear strength and cohesion.
高应力下土与结构接触面抗剪强度研究是当前井壁破裂理论研究的关键之一。
The shear strength between soil and structure interfaces in high stress is one of key research in shaft lining fracture theory.
稳定问题，加速地基土的抗剪强度的增长，从而提高地基的承载力和稳定性。
Stability problem, accelerate to increase shear strength of the foundation soil, raise the bearing capacity and stability.
根据试验数据提出了存在斜裂缝钢筋混凝土梁的抗剪强度折减系数的计算公式。
The formula of reduced shear strength coefficient of RC beams with inclined cracks is put forward to according to the test data.
研究结果表明，砂浆衬砌外侧存在一个抗剪强度明显高于原状土体的土质外衬。
The study results indicate that there is a soil liner shell outside the mortar liner shell, and the shear strength of the soil liner is obviously higher than the undisturbed soil.
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。
Through shear test, effects of slope soil water content on soil shear strength of different vegetation were studied.
滑带土抗剪强度参数的正确选取，是滑坡稳定性评价和抗滑工程设计中的关键问题。
The parameters of shear strength of slide zone soil are indispensable factors for stability evaluation and countermeasure design to landslides.
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。
And the masonry shear strength of (concrete) hollow brick is higher than that of clay solid brick and concrete hollow block.
原状土的抗剪强度与含根量呈正相关，并以此建立关于原状土的抗剪强度回归模型。
Shear strength of undisturbed soils has positive correlation with root content, and relevant regression models about undisturbed soil were established.
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