GeoAsia 5 - 2012 Bangkok Thailand A NEW TYPE REINFORCED SOIL STRUCTURE WITH INSERTING PILE FOUNDATION K. Sawada, M. Yoshida, T. Hara Access
ICG 8 - 2006 Yokohama Japan D.2.7 The effects of large scale earthquakes on EPS structures.pdf K., Masuo, T. Hara Access
ICG 9 - 2010 Guarujá Brazil - Volume 3 - Geosynthetics: Advanced Solutions for a Challenging World 3.10 Upgrading of existing stone guard fence by use of high-energy absorption net.pdf A. Yashima, K. Sawada, M. Yoshida, S. Tsuji, T. Hara Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.11 New application of pile foundation to reinforced soil structure.pdf A. Yashima, K. Sawada, N. Tatta, S. Tsuji, T. Hara Access
ICG 9 - 2010 Guarujá Brazil - Volume 4 - Geosynthetics: Advanced Solutions for a Challenging World 3.12 Additional reinforced embankment with vertical bearing piles.pdf A. Yashima, K. Sawada, S. Tsuji, T. Hara, Y. Yokota Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Additional reinforced embankment with vertical bearing piles.pdf A. Yashima, K. Sawada, S. Tsuji, T. Hara, Y. Yokota Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World New application of pile foundation to reinforced soil structure.pdf A. Yashima, K. Sawada, N. Tatta, S. Tsuji, T. Hara Access
ICG 9 - 2010 Guarujá Brazil - Volume 2 - Geosynthetics: Advanced Solutions for a Challenging World Upgrading of existing stone guard fence by use of high-energy absorption net.pdf A. Yashima, K. Sawada, M. Yoshida, S. Tsuji, T. Hara Access
