...
首页> 外文期刊>Soils and foundations >Influence of strain histories on liquefaction resistance of sand
【24h】

Influence of strain histories on liquefaction resistance of sand

机译:应变历史对砂土抗液化性能的影响

获取原文
获取原文并翻译 | 示例

摘要

The liquefaction resistance of sand increases with cyclic pre-shearing and pre-shaking as a result of earthquakes if the strain level in the pre-shearing is small. When larger shear strains are imposed, liquefaction resistance decreases. These complicated effects of pre-shearing histories on the liquefaction resistance are investigated in this study through a series of cyclic triaxial tests. Various combinations of cyclic stress amplitude and number of cycles of pre-shearing are examined. The tested sand is Toyoura Sand at 45% relative density, under a confining pressure of 50 kPa. Test results indicate that for the range of shear strain amplitude in pre-shearing smaller than 0.35%, the liquefaction resistance increases with pre-shearing. The increase in the liquefaction resistance depends strongly on the volumetric strain in the pre-shearing, and several effects of the shear stress amplitude and number of cycles can be negligible. Small volumetric strain of the order of 1% doubled the liquefaction resistance. Meanwhile, in the range of shear strain amplitude larger than 0.6%, the liquefaction resistance decreases. The liquefaction resistance decreases as the shear strain amplitude increases. Shear strain amplitude is one of the factors dominating this degrading effect, and the volumetric strain exerts beneficial effects to a certain extent. In this study, another series of tests are conducted to investigate the combined effects of small and large strain amplitude pre-shearing. It is observed that small shear strain pre-shearing cycles subsequent to large shear strain cycles erased the degrading effect of the latter. However, a large shear strain pre-shearing after small strain cycles degrades the beneficial effect of the small shear strain pre-shearing cycles previously applied to the specimens; however, the effects of the former small strain pre-shearing remains. (C) 2019 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
机译:如果预剪切中的应变水平较小,则砂的抗液化性会随着地震的循环预剪切和预摇而增加。当施加较大的剪切应变时,抗液化性降低。本研究通过一系列循环三轴试验研究了预剪切历史对液化阻力的这些复杂影响。检查了循环应力振幅和预剪切循环次数的各种组合。被测试的沙子是在密度为50 kPa时相对密度为45%的Toyoura沙子。试验结果表明,在预剪力作用下,剪切应变振幅范围小于0.35%时,抗液化性随预剪力的增加而增大。抗液化性的增加在很大程度上取决于预剪切中的体积应变,并且剪切应力振幅和循环次数的几种影响可以忽略不计。 1%左右的小体积应变使抗液化性提高了一倍。同时,在剪切应变振幅大于0.6%的范围内,抗液化性降低。液化阻力随着剪切应变幅度的增加而减小。剪切应变振幅是决定这种降解作用的因素之一,而体积应变在一定程度上发挥了有益的作用。在这项研究中,进行了另一系列的测试,以研究小和大应变幅度预剪的组合效应。观察到,在大剪切应变循环之后的小剪切应变预剪切循环消除了后者的降解作用。但是,在较小的应变循环后进行大的剪切应变预剪切会降低先前应用于样品的较小的剪切应变预剪切循环的有益效果。但是,以前的小应变预剪的影响仍然存在。 (C)2019年由Elsevier B.V.代表日本岩土工程学会制作和主持。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号