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- Publications
- Influence
INDEPENDENT REINFORCED SOIL STRUCTURE WITH PILE FOUNDATION-PILED GEO-WALL: AN EXPERIMENTAL STUDY ON THE APPLICATION TO SEISMIC MEASURE FOR EMBANKMENT-
ABSTRACT Our aim in this study was to achieve an independent reinforced soil structure with pile foundation that can be applied to such structures as earth retaining walls and countermeasures against… Expand
Model Test and Numerical Analysis of Slope Stability during Earthquake
- Zongjian Wang, K. Arai, N. Tatta, A. Yamauchi, S. Furukawa
- Mathematics
- 29 August 2007
STUDY ON APPLICATION OF CREST REINFOCING METHOD USING GEOSYNTHETICS FOR ROAD EMBANKMENT
- K. Tokida, Kowichi Teranishi, Y. Nomura, N. Tatta
- Engineering
- 2009
地… Expand
Laboratory model tests and numerical analysis on seismic stability of a reinforced soil retaining wall
- N. Tatta, Yoshida Koichi, S. Tsuji, M. Shiratori, K. Arai, Hideo Machihara
- Geology
- 2009
DYNAMIC CENTRIFUGE MODEL TEST ON PILED GEO-WALL
- T. Hara, S. Tsuji, Atsushi Yashima, N. Tatta
- Geology
- 2009
Seismic retrofit of asphalt pavements using confined-reinforced earth
- T. Ishigaki, N. Tatta, H. Ohta
- Geology
- 2011
Reducing the risk of earthquake-induced damage to roads is needed to promote safety and disaster mitigation and recovery. Especially, it is strongly needed for pavement performance to keep the… Expand
Dynamic interaction between pile and reinforced soil structure – Piled Geo-wall –
- A. Yashima, T. Hara, K. Sawada, N. Tatta, S. Tsuji
- Geology
- 4 May 2009
Seismic Performance of Geotextile Reinforced Soil Wall with Double Facing System
- S. Tsuji, N. Tatta, Zongjian Wang, T. Kubo
- Geology, Engineering
- 2011
This paper shows the results of the dynamic centrifuge model test that is carried out to confirm seismic stability of a geotextile reinforced soil wall. The wall has a double facing system with a… Expand