Site Investigations for Involvement of Water Films in Lateral Flow in Liquefied Ground

Author:

Kokusho Takeji1,Fujita Katsuhisa2

Affiliation:

1. Professor, Civil Engineering Dept., Science and Engineering Faculty, Chuo Univ., Tokyo 112-8551, Japan.

2. Graduate student, Civil Engineering Dept., Science and Engineering Faculty, Chuo Univ., Tokyo 112-8551, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference18 articles.

1. Factors affecting liquefaction and cyclic mobility.;Castro G.;J. Geotech. Eng.,1977

2. Dobry R. Tabaoda V. and Liu L. (1995). “Centrifuge modeling of liquefaction effects during earthquakes.” Proc. 1st Int. Conf. on Earthquake Geotechnical Engineering III 173–183.

3. Hamada M. (1992). “Large ground deformations and their effects on lifelines: 1964 Niigata earthquake.” Case studies of liquefaction and lifeline performance during past earthquakes Vol. 1 Japanese Case Studies 3.1–3.123.

4. Liquefaction and flow failure during earthquakes

5. Iwasaki T. Tatsuoka F. Tokita K. and Yasuda S. (1978). “Simplified procedures for liquefaction potential and its application.” Proc. 5th Japan Earthquake Engineering Symp. Japan Association of Earthquake Research 641–647 (in Japanese).

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