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- Estimation of runoff critical shear stress for soil erosion from soil shear strength 估算土壤切变强度引起土壤流失时的临界径流切应力
- soil shear stress 土壤剪切应力
- Critical resolved shear stress (O’crss). 临界分剪切应力。
- According to the results, the phenomenon of soil particle splash caused by waterdrop impact -and the velocity of waterdrop and the shear stress have close relation. 由研究结果可知,水滴撞击土壤表面造成土壤颗粒分离飞溅现象与水滴所产生之落速与剪应力有密切关系。
- The interfacial shear stress is a constant proportion of the bottom shear. 交界面的剪力与底部剪力之比是常数。
- The process does not affect the shear stresses. 这样的处理并不影响剪应力。
- According to the twin shear stress theory, this paper improves on Duncan Model. 根据双剪应力理论对邓肯模型进行了修正。
- Tensile stress and shear stress are transferred by PBL shear connectors. 计算得到钠-混凝土接头的最不利荷载组合内力。
- A fluid is a substance that deforms continuously under an applied shear stress. 液体在剪应力作用下不断变形??
- Direct shear apparatus (DSA) has been widely used in the world for testing soil shear strength in geotechnical engineering. 直剪仪是测定岩土体抗剪强度参数应用最为普遍的一种试验仪器。
- The main shear stress and its hydraulic system, calculation and research. 主要对其剪切力和液压系统进行计算和研究。
- Thus fluid shear stress has been considered one of the atherogenic factors. 在动物研究中还发现切应力与内皮细胞增生程度有关。
- Bad weather, such as the heavy summer rains, after drouth, which saturate ploughed soil, reduce soil shear strength, facilitate masse soil movement, and instigate gullying. 恶劣的气候条件,比如久旱之后的夏季强降雨,使土壤耕地饱和,降低土壤切变力,容易使土壤移动,形成冲沟。
- With gob span increasing, equivalent shear stress in basic roof increases. 随着采空区跨度的不断增加,基本顶等效剪力不断增大。
- The testing results of soil shear strength in saturation condition and natural condition show that pore water pressure has a big influence on stabilit... 饱和状态和天然状态下土的抗剪强度试验结果表明,孔隙水压力对边坡稳定产生较大影响。
- The stress state of sliding soil was analyzed to investigate the deflection of principle stress and the shear stress between the horizontal soil strata behind translation rigid wall. 摘要为了考虑在平移模式下刚性挡土墙墙后土体主应力偏转和水平土层间的剪应力作用,对墙后滑裂土体的应力状态进行了详细分析。
- The experiment and comparison results show that the ultimate shear stress, cohesion and angle of internal friction decrease along with the broadening of water content in the expansive soil. 试验和对比结果表明,膨胀土的极限剪应力、凝聚力和摩擦角都随着含水率的增大而减小;
- Draw the element for maximum shear stress and mark values of all stresses. 画出最大剪应力的单元体并标出全部应力值。
- Friction and cohesion are best defined in terms of the plot of shear stress versus normal stress given in Figure 9. 摩擦角和粘结力最好是根据图9中剪切应力和法向应力的关系曲线确定。
- Cohesion is best defined in terms of the plot of shear stress versus normal stress given in Figure 9. 粘结力最好根据图9中剪切应力和法向应力的关系曲线确定。