1. 1) Chuo Kaihatsu Corp. (1995) : “Report of damage investigation for the Great Hanshin earthquake, ” No. 2-damage ratio investigation and geology and ground conditions (in Japanese).
2. 2) Horii, K., Kishida, H., Tateyama, M. and Tatsuoka, F. (1994) : “Computerized design method for geosynthetic-reinforced soil retaining walls for railway embankments”, Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls (Tatsuoka and Leshchinsky eds.), Balkema, pp. 205-218.
3. 3) Japan National Railway (1986) : Design Standard for Railway Retaining Wall Structures (in Japanese).
4. 4) Kanazawa, Y., Ikeda, K., Murata, O., Tateyama, M. and Tatsuoka, F. (1994) : “Geosynthetic-reinforced soil retaining walls for reconstructing railway embankment at Amagasaki, ” Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls (Tatsuoka and Leshchinsky eds.), Balkema, pp. 233-242.
5. 5) Railway Technical Research Institute (1992) : Design Standard for Railway Earth Structures (in Japanese).