- Issue 4 Pages 231-
- Issue 3 Pages 159-
- Issue 2 Pages 86-
- Issue 1 Pages 6-
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Isao NAGAYAMA2018 Volume 28 Issue 4 Pages 231-236
Published: December 15, 2018
Released on J-STAGE: December 26, 2018
JOURNAL FREE ACCESSExisting design strength of concrete for dams prescribed in the design code and the design standard is analyzed and re-considered theoretically. New idea of determining design strength of concrete for dams is proposed.
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Isao NAGAYAMA2018 Volume 28 Issue 4 Pages 237-242
Published: December 15, 2018
Released on J-STAGE: December 26, 2018
JOURNAL FREE ACCESSWater pressure is important load for the stability of embankment dams and their foundations. Pore water pressure is the form of water pressure in the bodies of embankment dams and their foundation. The theory of pore water pressure is re-considered in strict theory and the effect of pore water on the stability of embankment dams and their foundation is treated.
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Isao NAGAYAMA2018 Volume 28 Issue 4 Pages 243-248
Published: December 15, 2018
Released on J-STAGE: December 26, 2018
JOURNAL FREE ACCESSThe slip circle method is commonly used in the stability analysis of embankment dams, earth embankments and natural slopes. The principal theory of the slip circle method is not understood precisely and is often misused in the practice field. The theory of the slip circle method is reviewed strictly and its precise usage is proposed in this paper.
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