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Laboratory Testing of Concrete-rock Joints in Constant Normal Stiffness Direct Shear

机译:恒定法向刚度直接剪切的混凝土-岩石缝室内试验

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This paper describes the experimental component of an extensive investigation into the shear behavior of joints formed between concrete or cement grout and soft, weak or weathered rock. Understanding the behavior of such joints is important for the prediction of performance of a diverse range of structural elements, such as drilled piers socketed into rock, rock anchors, and dam foundations. The particular tests described in this paper were carried out on joints formed between concrete and an artificial siltstone called Johnstone, under conditions of constant normal stiffness, and involved a range of boundary conditions and interface profiles. Interfaces included a series of regular triangular asperities and irregular profiles based on fractal geometry concepts. The authors have included the complete suite of test results in the belief that it will be a significant addition to the literature, which currently contains very few results of constant normal stiffness tests. It also demonstrates the importance of realistically modelling interface roughness. Careful observations made during testing using time-lapse photography have aided in the development of a number of simple theoretical models of behavior, which are published elsewhere.
机译:本文描述了对混凝土或水泥浆与软,弱或风化岩石之间形成的节理的剪切行为进行广泛研究的实验组成部分。理解这种节理的行为对于预测各种结构元素的性能非常重要,例如装在岩石上的钻孔墩,岩石锚和大坝基础。本文所述的特定测试是在恒定法向刚度恒定的条件下,在混凝土与人工粉砂岩(称为Johnstone)之间形成的接缝上进行的,涉及一定范围的边界条件和界面轮廓。界面包括一系列基于分形几何概念的规则三角形凹凸和不规则轮廓。作者认为,这将是对文献的重要补充,因此包含了完整的测试结果套件,而该文献目前很少包含恒定法向刚度测试的结果。它还证明了对界面粗糙度进行真实建模的重要性。在测试过程中使用延时摄影进行的仔细观察有助于开发许多简单的行为理论模型,这些模型已在其他地方发表。

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