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Constitutive model development for lightly cemented scrap rubber tire chips.

机译:轻度胶结的废旧橡胶轮胎碎片的本构模型开发。

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摘要

Rubber-soil (lightly cemented scrap rubber tire chips) is a promising solution for the global scrap tire problem. It is also a promising material for various geotechnical engineering applications because of its advantageous properties such as lightweight, high permeability, high ductility and ease to cast.; Intensive laboratory studies, mostly under triaxial testing, are conducted and a constitutive model is proposed. Firstly, the effective stress principle is proven applicable for Rubber-soil under normal engineering stress level although the inter-particle contact area is large. Secondly, because of the gravel-sized surface voids on the testing samples, membrane penetration is serious so an integrated remedy method is proposed, where the surface voids are patched up first and then a lubricated reinforced membrane is dressed on. It is found that the volumetric deformation of Rubber-soil is very recoverable even after 20% volume contraction but the over consolidation results illustrate a decreasing stiffness, which is believed due to volumetric damage. Shearing on the sample gives typical results as sands where clear phase transformation is observed, but the strains involved are higher and more recoverable. Besides, shear stiffness is observed decreasing with deformation, which is believed due to shear damage. There are other observations such as the difference in the curvatures of unloading and reloading curves in CD tests, which might be a frictional phenomenon.; Based on the laboratory observations and on the analogy of a continuum spring-block system, a constitutive model termed as Analogical Model is proposed. Fifteen model parameters are involved but most of them are typical soil parameters. The remaining ones have clear physical meanings and can be easily calibrated. It is found that the model can satisfactorily capture many features observed from the experiments, such as hardening, softening, apparent permanent deformations, stiffness decay due to damage, cyclic damage that leads to accumulation of strains and the frictional phenomenon of different curvatures between unloading and reloading curves. The model utilizes the hypothesis of the competition between bond mobilization, friction activation and bond degradation. It is believed that this model may be generalized to other bonded frictional materials although there are still many rooms for improvement.
机译:橡胶土壤(轻度胶结的废橡胶轮胎碎片)是解决全球废轮胎问题的有希望的解决方案。它还具有多种优点,例如重量轻,高渗透性,高延展性和易于铸造等,因此对于各种岩土工程应用也是一种有前途的材料。进行了密集的实验室研究,主要是在三轴试验下,并提出了本构模型。首先,尽管颗粒间的接触面积很大,但有效应力原理已被证明适用于正常工程应力水平下的橡胶土壤。其次,由于测试样品上的砾石大小的表面空隙,膜渗透性很严重,因此提出了一种综合的补救方法,先修补表面空隙,然后再涂上润滑的增强膜。已发现,即使在20%的体积收缩后,橡胶土壤的体积变形仍可恢复,但过度固结结果表明刚度降低,这被认为是由于体积破坏所致。样品上的剪切作用可得到典型的结果,就像沙子一样,观察到明显的相变,但所涉及的应变更高且更易于恢复。此外,观察到剪切刚度随变形而降低,这被认为是由于剪切损伤。还有其他一些观察结果,例如CD测试中的卸载曲线和重新加载曲线的曲率不同,这可能是摩擦现象。基于实验室观察和连续弹簧块系统的类比,提出了本构模型,称为类比模型。涉及15个模型参数,但大多数是典型的土壤参数。其余的具有明确的物理含义,可以轻松进行校准。发现该模型可以令人满意地捕获从实验中观察到的许多特征,例如硬化,软化,明显的永久变形,由于损伤而引起的刚度衰减,导致应变累积的周期性损伤以及卸载和卸载之间不同曲率的摩擦现象。重装曲线。该模型利用了键动员,摩擦激活和键降解之间竞争的假设。可以相信,尽管仍然有很多改进的余地,但是该模型可以推广到其他粘结摩擦材料。

著录项

  • 作者

    Tsoi, Wa Yeung.;

  • 作者单位

    Hong Kong University of Science and Technology (People's Republic of China).;

  • 授予单位 Hong Kong University of Science and Technology (People's Republic of China).;
  • 学科 Engineering Civil.; Engineering Environmental.; Engineering Materials Science.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 459 p.
  • 总页数 459
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;环境污染及其防治;工程材料学;
  • 关键词

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