SOME GEOTECHNICAL ASPECTS OF THE HYOGO-KEN NANBU (KOBE) EARTHQUAKE OFJANUARY 17, 1995

A geological and seismological framework is provided for understanding the damage to structures resulting from soil conditions. The paper fo cusses on the large-scale failures of the quay waifs in Kobe Port due to liquefaction, and contrasts the performance of structures in improv ed and unimproved ground. Soil-structure interaction problems such as pile foundations, bridge piers, lifelines, and an underground subway s tation are also described. These failures have important implications for seismic design in the Fraser Delta in British Columbia, which has thr potential for extensive liquefaction during a major earthquake.