The Influence of Ageing on the Strength Ratio Causing Liquefaction in Diluvial Ground

In this paper, the authors describe investigations of soil quality focusing on evaluating the liquefaction strength ratio of soils near structures. The objective is to determine strength ratio and the degree of ground resistance leading to liquefaction in diluvial soil. Results showed that cementation was present in older sedimentation areas. It was also determined that large amounts of fine-grained soil that was found provided twice the strength of alluvion soil.

  • Availability:
  • Authors:
    • Sawada, Ryo
    • Matsumaru, Takaki
    • Ohki, Motohiro
  • Publication Date: 2007-2


  • English

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Filing Info

  • Accession Number: 01050352
  • Record Type: Publication
  • Source Agency: UC Berkeley Transportation Library
  • Files: BTRIS, TRIS
  • Created Date: Apr 13 2007 3:36PM