Model Uncertainties for the Static Design of Square Foundations on Sand under Axial Compression-Reference-Cited by-同舟云学术

Model Uncertainties for the Static Design of Square Foundations on Sand under Axial Compression

Published:2017-06 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2017
language:
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Author:

Tang Chong¹¹²,Phoon Kok-Kwang¹¹²,Akbas Sami O.¹¹²

Affiliation:

1. Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Block E1A, #07-03, 1 Engineering Dr. 2, Singapore 117576.

2. Dept. of Civil Engineering, Gazi Univ., Maltepe, Ankara 06570, Turkey.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480700.015

Reference22 articles.

1. Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior;Akbas S. O.;J. Geotech. Geoenviron. Eng.,2009

2. Axial Compression of Footings in Cohesionless Soils. II: Bearing Capacity;Akbas S. O.;J. Geotech. Geoenviron. Eng.,2009

3. Model Uncertainties in Terzaghi and Peck Methods for Estimating Settlement of Footings on Sand;Akbas S.;GeoFlorida,2010

4. Settlement of foundations on sand and gravel;Burland J. B.;Proc. Instn. Civ. Engrs., 78 (6), Part,1985

5. The bearing capacity of strip footings from the standpoint of plasticity theory;Davis E. H.;In: Proceedings of the first Australian-New Zealand Conference on Geomechanics, Melbourne,1971

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