PSEUDO-DYNAMIC TEST ON INTENSITY OF EARTHQUAKE GROUND MOTIONS AT OCCURRENCE OF LIQUEFACTION OF SUBSURFACE LAYERS
Author:
Affiliation:
1. Dept. of Architecture, College of Science & Technology, Nihon University
2. Shimizu Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/63/505/63_KJ00004100867/_pdf
Reference4 articles.
1. Liquefaction Phenomenon of Sand Layers by Using On-Line Computer Test Control Method
2. 12) ADACHI T. Pseudo-Dynamic Test on Intensity of Earthquake Ground Motions at Occurrence of Liquefaction. Eleventh World Conference on Earthquake Engineering, Acapulco, MEXICO. (1996)
3. 15) TATSUOKA E. A cycilc undrained simple shear testing method for soils. Geotechnical Testing Journal, ASTM. (1989) vol.12, no.4, p.269-280.
4. 16) MIDORIKAWA SABUROH. el al. INTENSITY OF EARTHQUAKE GROUND MOTION AT LIQUEFIED SITES. Soils and Foundations. 土質工学会. (1988) vol.28, no.2, p.73-84.
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