- Influence of infiltration and groundwater flow on tunnel face stability
- A.F. vanTol ; W. Broere
- Year: 1999
- Groundwater & Seepage ; Tunneling
- 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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- Investigation of groundwater status for deep underground construction
- T. Tamano ; M. Kamon ; S. Ono
- Year: 1999
- Deep Foundations ; Foundation Design / Construction ; Groundwater & Seepage
- 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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- 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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- Earth and water pressures acting on the excavation side of a braced wall in soft ground
- M. Hisatake ; H. Tsuboi ; S. Mizutani ; S. Fukui ; T. Tamano
- Year: 1996
- Groundwater & Seepage ; Retaining Walls
- 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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- Determination of critical water level during first impounding in earth dams using unsaturated transient seepage analyses
- M. AmirAkbariGarakani;MahdiShahrabi;FardinJafarzadeh;NinaEskandari;MehrdadBanikheir
- International Conference on Soil Mechanics and Geotechnical Engineering - 19th International Conference on Soil Mechanics and Geotechnical Engineering (Seoul)
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- Earth / Rockfill Dams ; Slope Stability ; Seepage
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- Further Notes on Ground Water Lowering by Means of Filter Wells
- V.H. Collingridge ; L.F. Offer
- International Conference on Soil Mechanics and Geotechnical Engineering - 3rd International Conference on Soil Mechanics and Foundation Engineering (Switzerland)
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- Groundwater & Seepage
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- New project to prevent liquefaction‐induced damage in a wide existing residential area by lowering the ground water table
- S. Yasuda ; T. Hashimoto
- TC 203 Conferences in Earthquake Engineering - 6th International Conference on Earthquake Geotechnical Engineering (Christchurch, New Zealand)
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- Liquefaction Engineering ; Groundwater & Seepage
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- Effects of groundwater on building foundations in Beijing area
- ZaimingZhang ; BaoweiSun ; HongshengXu
- International Conference on Soil Mechanics and Geotechnical Engineering - 15th International Conference on Soil Mechanics and Foundation Engineering (Istanbul)
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- Groundwater & Seepage
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- The Influence of the Compressibility of Soil on Some Problems of Ground-Water Flow
- T. Edelman
- International Conference on Soil Mechanics and Geotechnical Engineering - 3rd International Conference on Soil Mechanics and Foundation Engineering (Switzerland)
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- Groundwater & Seepage
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- Evaluation of seepage behaviour for deformed levee after earthquake
- YasuhiroIkami;RyosukeUzuoka;KatsutoshiUeno
- International Conference on Soil Mechanics and Geotechnical Engineering - 19th International Conference on Soil Mechanics and Geotechnical Engineering (Seoul)
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- Seepage ; Levees ; Earthquake Reconnaissance
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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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- Particulate Modeling of Sand Slurry Flow Retardation
- I. Tomac ; M. Gutierrez
- International Conference on Soil Mechanics and Geotechnical Engineering - 18th International Conference on Soil Mechanics and Geotechnical Engineering (Paris)
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- Groundwater & Seepage ; Dam Engineering ; Discrete Element
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- Measurement of water pressure decreases during the construction of drilled piles in Berlin
- U. Ernst ; O. Stahlhut ; H. Seeburger
- International Conference on Soil Mechanics and Geotechnical Engineering - 14th International Conference on Soil Mechanics and Foundation Engineering (Hamburg)
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- Soil Mechanics ; Pile Foundations ; Groundwater & Seepage
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- Etude de la circulation de l’eau dans un sol perméable par analogie électrique à trois dimensions
- P. Habib ; F. Sabarly
- International Conference on Soil Mechanics and Geotechnical Engineering - 3rd International Conference on Soil Mechanics and Foundation Engineering (Switzerland)
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- Visualization ; Groundwater & Seepage
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