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STRESS DISTRIBUTION BY MODEL PILES IN SAND

机译:砂中模型桩的应力分布

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References(2) Cited-By(3) When a load is applied to piles, a stress distribution corresponding to that load occurs in the soil. In order to study the characteristics of this stress distribution, some model pile tests are carried out on sand. The results of these experiments are compared with the values based on the theory of elasticity.Equivalent depth of application of load is defined as the theoretical location of the load P which, by the theory of elasticity, gives the same stress distribution under the pile as does an actually loaded pile.In group pile tests, the concentration of stresses under the tip of a pile and the application of the law of superposition of stresses to the stress distribution by piles in sand are studied.
机译:参考文献(2)Cited-By(3)当将荷载施加到桩上时,对应于该荷载的应力分布出现在土壤中。为了研究这种应力分布的特征,在沙子上进行了一些模型桩试验。将这些实验的结果与基于弹性理论的值进行比较。载荷的等效施加深度定义为载荷P的理论位置,根据弹性理论,载荷P的理论位置与在桩下的应力分布相同。在群桩试验中,研究了桩尖下的应力集中以及应力叠加定律在砂土中桩的应力分布中的应用。

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