首页> 外文期刊>Geo-marine letters >A new instrument for high-resolution in situ assessment of Young's modulus in shallow cohesive sediments
【24h】

A new instrument for high-resolution in situ assessment of Young's modulus in shallow cohesive sediments

机译:一种新的高分辨率浅层黏性沉积物杨氏模量原位评估仪器

获取原文
获取原文并翻译 | 示例
           

摘要

This paper describes a new, miniature, instrumented flat dilatometer (mIDMT) designed to assess variations in nearly continuous compressive stress-strain behaviour with depth in shallow cohesive sediments. The instrument was tested both in situ in the Bay of Fundy, Nova Scotia, Canada, and in cored samples from Willapa Bay, Washington, USA. Comparisons between probe and laboratory uniaxial assessments for other elastic materials-gelatine and foam rubber specifically-show strong agreement over the range of strains induced in the experiments. Observed values of Young's modulus (E) for the gelatine and ethylene-vinyl acetate foam ranged from 6-343 kPa. Sediment stress-strain curves were distinctly linear for the overconsolidated fine-grained sediments of the Minas Basin, and values of E were found to increase with depth from near zero to 500-1,300 kPa at 20 cm depth. At the Willapa site, the sandy tidal flat sediments also behave elastically but E tended to increase more strongly with depth than for sediments from the Minas Basin. Young's modulus was inversely correlated to porosity at all sites tested, and linearly related to shear strength in the Minas Basin. The newly designed instrument has much finer resolution than for other, similar methods of determining E in situ, and it provides data at a resolution sufficient to assess small-scale processes such as gas bubble growth and infaunal locomotion, for which elastic constants are needed for modelling and prediction.
机译:本文介绍了一种新型的微型仪器式平面膨胀计(mIDMT),该仪器旨在评估浅粘性沉积物中近乎连续的压缩应力-应变行为随深度的变化。该仪器在加拿大新斯科舍省芬迪湾进行了现场测试,并在美国华盛顿威拉帕湾的岩心样品中进行了测试。其他弹性材料(明胶和泡沫橡胶)的探针和实验室单轴评估之间的比较特别表明,在实验中诱发的应变范围内,一致性很强。明胶和乙烯-乙酸乙烯酯泡沫的杨氏模量(E)的观测值范围为6-343kPa。米纳斯盆地超固结细颗粒沉积物的沉积物应力-应变曲线呈明显的线性关系,在20 cm深度处,E值随深度从零增加到500-1,300 kPa而增加。在威拉帕遗址,潮汐沙质沉积物也表现出弹性,但E随深度的增加比米纳斯盆地沉积物的增加更大。在所有测试点,杨氏模量与孔隙率成反比,与米纳斯盆地的抗剪强度成线性关系。与其他类似的原位测定方法相比,新设计的仪器具有更高的分辨率,并且其提供的数据分辨率足以评估小规模过程,例如气泡生长和不良运动,为此需要弹性常数。建模和预测。

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