1. Hamada, M., Ohtomo, K, Sato, H. & Iwatate, T. Experimental study of effects of liquefaction induced ground displacement on in-ground structures, Proc. 4th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilties and Countermeasures for Soil Liquefaction Honolulu, Hawaii, 2, 481–492.
2. Orense, R. & Towhata, I. Prediction of liquefaction-induced permanent displacements: A three dimensional approach, Proc. 4th US–Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, Honolulu, Hawaii, 2, 335–349.
3. Towhata, I. & Matsumoto, H. Analysis on development of permanent displacement with time in liquefied ground, Proc. 4th US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, Honolulu, Hawaii, 2, 285–299.
4. Yasuda, S., Nagase, H., Kiku, H. & Uchida, Y. A simplified procedure for the analysis of a permanent ground displacement, Proc. 3rd US-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, San Francisco, California, 225–236.
5. A numerical analysis of lateral-spreading of liquefied ground;Yuasa,1992