LIQUEFACTION-INDUCED GROUND DISPLACEMENT TRIGGERED BY QUAYWALL MOVEMENT

Author:

HAMADA MASANORI1,WAKAMATSU KAZUE2

Affiliation:

1. Dept. of Civil Engineering, Waseda University

2. Institute of Industrial Science, University of Tokyo

Publisher

The Japanese Geotechnical Society

Reference13 articles.

1. 1) Iai, S., Ichii, K. and Morota, T. (1995) : “Effective stress analysis on a caisson type quaywall, ” Mechanism of Damage to Port Facilities during 1995 Hyogoken-Nambu Earthquake, Technical Note of the Port and Harbour Research Institute, Ministry of Transport, Japan, No. 813, pp. 253-279 (in Japanese with English abstract).

2. 2) Iai, S., Ichii, K., Morota, T. and Sato, Y. (1997) : “Displacement of bulkheads at liquefied sites leaned from case histories, ” Proc., 2nd Symp. on the Great Hanshin Awaji Earthquake Disaster, Japan Society of Civil Engineers, pp. 259-264 (in Japanese with English abstract).

3. 3) Japan Water Work Association (1995) : Damage to Water Pipes and its Analysis on the Great Hanshin and Awaji Earthquake (in Japanese).

4. 4) Japan Sewage Association (1995) : Preliminary Report on Damage to Sewage Facilities (in Japanese).

5. 5) Katada, T., Suemasa, N., Sato, H. and Hamada, M. (1994) : “A basic study on mechanical behaviors of sand grains after liquefaction, ” 29th Japan National Conf. on SMFE, Japanese Society of Soils Mechanics and Foundation Engineering, Morioka, Japan, pp. 831-833 (in Japanese).

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