...
首页> 外文期刊>Geotechnical and geological engineering >Discussion of the Paper 'Shear Modulus and Damping Ratio of Organic Soils' by P. Kallioglou, Th. Tika, G. Koninis, St. Papadopoulos, K. Pitilakis: Geotechnical and Geological Engineering, DOI 10.1007/s10706-008-9224-1
【24h】

Discussion of the Paper 'Shear Modulus and Damping Ratio of Organic Soils' by P. Kallioglou, Th. Tika, G. Koninis, St. Papadopoulos, K. Pitilakis: Geotechnical and Geological Engineering, DOI 10.1007/s10706-008-9224-1

机译:P. Kallioglou,Th。对“有机土的剪切模量和阻尼比”的论文的讨论。蒂卡(Tika),G。科尼尼斯(K.inis),圣帕帕多普洛斯(St.Papadopoulos),K。皮蒂拉基(K.Pitilakis):岩土工程与地质工程,DOI 10.1007 / s10706-008-9224-1

获取原文
获取原文并翻译 | 示例
           

摘要

The writers present a systematic experimental study delivering valuable information on a topic of soil dynamics that lacks information due to the inherent variety and non-homogeneity of organic soils. In order to supplement this study and given that the amount of data in the literature is scarce, the author presents herein results of resonant column tests organic soils tested in the frame of the Preveza-Aktion immersed tunnel project in the western coast of Greece. The three samples tested (V1-V3) have been extracted from two boreholes 60 m apart in the vicinity of the tunnel portals, and show similar characteristics.
机译:作者提出了一项系统的实验研究,该研究提供了有关土壤动力学主题的有价值的信息,由于有机土壤固有的多样性和非均一性,因此缺乏信息。为了补充这项研究,并考虑到文献中的数据稀缺,作者在此介绍了在希腊西海岸的Preveza-Aktion沉管隧道项目框架内测试的有机土共振柱测试的结果。测试的三个样品(V1-V3)是从隧道入口附近相距60 m的两个钻孔中提取的,并显示出相似的特征。

著录项

  • 来源
    《Geotechnical and geological engineering》 |2009年第4期|485-487|共3页
  • 作者

    Christos Vrettos;

  • 作者单位

    Division of Soil Mechanics and Foundation Engineering, Technical University of Kaiserslautern, 67663 Kaiserslautern, Germany;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

相似文献

  • 外文文献
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