Effect of Sand Overconsolidation and Extensive Liquefaction on K 0-Reference-Cited by-同舟云学术

Effect of Sand Overconsolidation and Extensive Liquefaction on K 0

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
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Author:

El-Sekelly Waleed¹²³,Abdoun Tarek¹²³,Dobry Ricardo¹²³

Affiliation:

1. Lecturer, Dept. of Structural Engineering, Mansoura Univ., 60 EL-Gomhorya St., Mansoura Egypt, 35516.

2. Iovino Chair Professor, Dept. of Civil and Envir. Eng., Rensselaer Polytechnic Institute, 110 8th St, Troy, NY 12180-3590.

3. Institute Professor, Dept. of Civil and Envir. Eng., Rensselaer Polytechnic Institute, 110 8th St., Troy, NY 12180-3590.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480472.050

Reference5 articles.

1. Centrifuge and Large-Scale Modeling of Seismic Pore Pressures in Sands: Cyclic Strain Interpretation

2. Al-Hussaini M.M. and Townsend F.C. 1975 "Investigation of K 0 Testing in Cohesionless Soils " Technical Report S-75-16 Waterways Experiment Station Vicksburg Miss.

3. Bellotti R. Bizzi G. and Ghionna V. 1982 "Design construction and use of a calibration chamber." Proc. ESOPT /1 Vol. 2 Balkema Amsterdam The Netherlands 439-446.

4. Earth Pressures at Rest Related to Stress History;Brooker E. W.;Canadian Geotechnical Journal,1965

5. An investigation into why liquefaction charts work: A necessary step toward integrating the states of art and practice;Dobry R.;Proc., 5th. Int. Conf. Earthquake Geotechnical Engineering, Sociedad Chilena de Geotecnia, Santiago, Chile,2011

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