Rotating Block Method for Seismic Displacement of Gravity Walls-Reference-Cited by-同舟云学术

Rotating Block Method for Seismic Displacement of Gravity Walls

Published:2000-08 Issue:8 Volume:126 Page:709-717
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zeng X.¹²³,Steedman R. S.¹²³

Affiliation:

1. Associate Member, ASCE

2. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, KY.

3. Dir., Gibb Ltd., Reading, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282000%29126%3A8%28709%29

Reference18 articles.

1. Bolton M. D. (1986). “The strength and dilatancy of sands.” Géotechnique London 36(1) 65–78.

2. Ebeling R. M. and Morrison E. E. (1993). “The seismic design of waterfront retaining structures.” NCEL Rep. R-939 Naval Civil Engineering Laboratory Port Hueneme Calif.

3. Franklin A. G. and Chang F. K. (1977). “Permanent displacements of earth embankments by Newmark sliding block analysis.” Rep. 5 Misc. Paper S-71-17 U.S. Army Corps of Engineers Waterway Experiment Station Vicksburg Miss.

4. Inagaki H. Iai S. Sugano T. Yamazaki H. and Inatomi T. (1996). “Performance of caisson type walls at Kobe Port.” Soils and Found. Special Issue Jan. 119–136.

5. Earthquake Induced Displacements of Sliding Blocks

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