- Simultaneous estimation of transverse and longitudinal dispersion in unsaturated soils using spatial moments and image processing
- T. Tanaka ; H. Shimada ; K. Inoue
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Soil Mechanics
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- Effects of plane shapes of a cofferdam on 3D seepage failure stability and axisymmetric approximation
- K. Inoue ; S. Kusumi ; T. Tanaka
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Dam Engineering ; Seepage ; Groundwater & Seepage ; Numerical & Constitutive Modeling ; Laboratory Testing
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- Elasto-plastic FEM model for researching of problematic soil ground of St. Petersburg city
- K. Okajima ; T. Tanaka ; A. Zhusupbekov ; T. Baitassov ; D. Bazarbayev ; V. Popov
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Deep Excavations ; Numerical & Constitutive Modeling ; Finite Element / Finite Difference
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- Technical session 2f: Embankments and dams
- T. Tanaka ; A. Whittle ; L.G. de Mello ; S. Terzaghi ; H.L. Bakker ; A. Asaoka ; M.S. Gutierrez ; S. Nishimura
- 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
- Year: 2005
- Road Embankments ; Dam Engineering
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- Effects of jet grouting under sheet piles on seepage failure stability of soil
- T. Yokoyama ; T. Tanaka
- Geotechnical Aspects of Underground Construction in Soft Ground – Proceedings of the 5th International Conference of TC28 of the ISSMGE
Amsterdam – The Netherlands
June 15-17, 2005
- Year: 2005
- Pile Foundations ; Seepage ; Grouting
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- PDS 2f: Embankments and dams
- T. Tanaka ; Y. Miyata
- 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
- Year: 2005
- Earth / Rockfill Dams
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- Boiling occurred within a braced cofferdam due to two-dimensionally concentrated seepage flow
- K. Inoue ; H. Hori ; T. Tanaka
- Year: 2002
- Offshore Geotechnics ; Seepage
- Description
- Geotechnical Aspects of Underground Construction in Soft Ground – Proceedings of the Third International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground – IS-Toulouse 2002
Toulouse - France
October 23-25, 2002
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- Seepage failure experiments on sand behind sheet piles
- K. Hayashi ; A. Verruijt ; T. Tanaka
- Year: 1999
- Seepage ; Pile Foundations
- Description
- Geotechnical Aspects of Underground Construction in Soft Ground – Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground – IS-TOKYO’99
Tokyo - Japan
July 19-21, 1999
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- Prismatic failure - A new method of calculating stability against boiling of sand within a cofferdam
- E. Ozaki ; E. Toyokuni ; T. Tanaka
- Year: 1996
- Offshore Geotechnics
- Description
- Geotechnical Aspects of Underground Construction in Soft Ground – Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground
London – United Kingdom
April 15-17, 1996
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- A case study on piping during excavation for bridge abutments
- T. Tanaka ; E Toyokuni ; E. Ozaki
- Book Title / Journal: Underground Construction in Soft Ground, Fujita & Kusakabe (eds) © 1995 Balkema, Rotterdam. ISBN 90 54 10 536 4
- Year: 1995
- Seepage
- Keywords: bridge abutment ; piping ; excavations
- Description
- This paper, first, reports a case history of piping occurred in a subsoil of a bridge abutment within a cofferdam during dewatering. The countermeasures against the piping are also presented. Second, seepage flow analyses are carried out and stability with respect to seepage failure (i.e., boiling) is investigated. Finally, the causes of the piping are considered, and the following results were then obtained:
At this location, agravel layer is overlaid with a sandy silt layer which has less permeability. In the case of layered
soil of this type, head losses take place dominantly in the upper layer, as a result the large seepage force acts upward
on soil particles. Seepage flow concentrated into the toe of the abutment footing through its construction on the surface of excavation, the seepage velocity became larger and the piping occurred.
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- Effects of plane shapes of a cofferdam on 3D seepage failure stability and axisymmetric approximation
- T. Tanaka ; S. Kusumi ; K. Inoue
- International Conference on Soil Mechanics and Geotechnical Engineering - 18th International Conference on Soil Mechanics and Geotechnical Engineering (Paris)
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- Offshore Geotechnics ; Seepage
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- UPLIFT OF SEWAGE PIPES DURING THE 2007 NIIGATAKENCHUETSU- OKI EARTHQUAKE
- T. Tanaka ; S. Yasuda ; T. OHTSUKA ; Y. KANEMARU
- TC 203 Conferences in Earthquake Engineering - 5th International Conference on Earthquake Geotechnical Engineering (Santiago, Chile)
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- Underground Structures ; Earthquake Reconnaissance
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- A case study on piping during excavation for bridge abutments
- T. Tanaka ; E. Toyokuni ; E. Ozaki
- Underground Construction in Soft Ground Symposium (TC204) - IS NEW DELHI '94
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- Transportation Geotechnics ; Deep Excavations ; Underground Structures
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- PDS 2f: Embankments and dams
- T. Tanaka ; Y. Miyata
- International Conference on Soil Mechanics and Geotechnical Engineering - 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
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- Dam Engineering ; Road Embankments
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- Effects of jet grouting under sheet piles on seepage failure stability of soil
- T. Tanaka ; T. Yokoyama
- Underground Construction in Soft Ground Symposium (TC204) - IS AMSTERDAM '05
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- Grouting ; Pile Foundations ; Seepage
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