Reliability-Based Design Approach for Differential Settlement of Footings on Cohesionless Soils-Reference-Cited by-同舟云学术

Reliability-Based Design Approach for Differential Settlement of Footings on Cohesionless Soils

Published:2009-12 Issue:12 Volume:135 Page:1779-1788
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Akbas Sami O.¹²,Kulhawy Fred H.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Gazi Univ., Celal Bayar Bulvari, Maltepe, Ankara 06570, Turkey (corresponding author).

2. Professor, School of Civil and Environmental Engineering, Hollister Hall, Cornell Univ., Ithaca, NY 14853-3501.

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%29GT.1943-5606.0000127

Reference34 articles.

1. Akbas S. O. (2007). “Deterministic and probabilistic assessment of settlements of shallow foundations in cohesionless soils.” Ph.D. thesis Cornell Univ. Ithaca N.Y.

2. Akbas S. O. and Kulhawy F. H. (2005). “Differential settlement of shallow foundations on granular soils—A probabilistic approach.” Proc. Conf. on Soil-Structure Interaction: Calculation Methods and Engineering Practice (1) V. M. Ulitsky ed. ASV Publishers St. Petersburg 105–110.

3. Australian Standard. (1995). “Piling—Design and installation.” AS 2159-1995 Sydney Australia (as cited in Fenton et al. 2005).

4. Australian Standard. (2002). “Earth-retaining structures.” AS 4678-2002 Sydney Australia (as cited in Fenton et al. 2005).

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