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Permeability Characteristics of High-Quality Undisturbed Gravelly Soils Measured in Laboratory Tests

  • Published:2001-06 Issue:3 Volume:41 Page:45-55
  • ISSN:0038-0806
  • Container-title:Soils and Foundations
  • language:en
  • Short-container-title:Soils and Foundations

Author:

Hatanaka Munenori,Uchida Akihiko,Taya Yuji,Takehara Naoto,Hagisawa Tsuyoshi,Sakou Noriaki,Ogawa Shinya

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference8 articles.

1. An experimental study of the influence of confining pressure on permeability coefficients of fill dam core material;Fukushima;Soils and Foundations,1986

2. Cyclic undrained shear properties of high quality undisturbed Tokyo gravel;Hatanaka;Soils and Foundations,1988

3. Correlation between the liquefaction strengths of saturated sands obtained by in-situ freezing method and rotary-type triple tube method;Hatanaka;Soils and Foundations,1995

4. Permeability characteristics of high-quality undisturbed sands measured in triaxial cell;Hatanaka;Soils and Foundations,1997

5. Interaction between stress and permeability in sand and gravel deposit;Matsumoto;Proc. of the Japan Society of Civil Engineers,1991

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