ESTIMATION OF EARTHQUAKE-INDUCED RESIDUAL DEFORMATION OF FOUNDATION STRUCTURE ON COHESIVE GROUND
Author:
Affiliation:
1. Engineering Division, Shimizu Corporation
2. Institute of Technology, Shimizu Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/71/602/71_KJ00004304035/_pdf
Reference7 articles.
1. 1) FIEGEL G. L. Earthquake-induced Settlement of Soft Clay. Centrifuge. (1998) vol.98, p.231-236.
2. 2) MATSUDA H. Uniform Strain Series Equivalent to Seismic Strain. Proc. of The 10th WCEE, 1992. (1992)
3. ESTIMATION OF POST-EARTHQUAKE SETTLEMENT-TIME RELATIONS OF CLAY LAYERS
4. 19) OHARA SUKEO. el al. STUDY ON THE SETTLEMENT OF SATURATED CLAY LAYER INDUCED BY CYCLIC SHEAR. Soils and Foundations. 土質工学会. (1988) vol.28, no.3, p.103-113.
5. 21) ZHANG JIAN-MIN. el al. MOVING CRITICAL AND PHASE-TRANSFORMATION STRESS STATE LINES OF SATURATED SAND DURING UNDRAINED CYCLIC SHEAR. Journal of the Japanese Geotechnical Society : soils and foundation. 地盤工学会. (1997) vol.37, no.2, p.51-59.
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