LABORATORY SIMULATION TEST ON DETERIORATION OF SOIL CEMENT STABILIZED IN MARINE SOFT CLAY SITE

著录项

• 来源
  《New advances in geotechnical engineering》|2013年|391-397|共7页
• 会议地点 Chengdu(CN)
• 作者

  J.J.YANG; N.YAN; Y.C.ZHANG; T.SUN;

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• 作者单位

  Department of Civil Engineering,China-Japan University,Town 1-1,City,100-0001,Country;

  Master,College of Environmental Science and Engineering,Ocean University of China,Qingdao 266100,China;

  Master,College of Environmental Science and Engineering,Ocean University of China,Qingdao 266100,China;

  Qingdao Geotechnical Investigation and Surveying Research Institute,Qingdao 266032,China;

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• 会议组织
• 原文格式 PDF
• 正文语种 eng
• 中图分类 土力学、地基基础工程;
• 关键词

  cement-stabilized soil; marine clay; deterioration; deteriorated depth; micro cone penetration test; seawater environment; curing time;

  机译：水泥稳定的土壤；海洋粘土恶化;深度下降；微锥渗透试验；海水环境；固化时间;