Scale Effect of Strip and Circular Footings Resting on Dense Sand-Reference-Cited by-同舟云学术

Scale Effect of Strip and Circular Footings Resting on Dense Sand

Published:2001-07 Issue:7 Volume:127 Page:613-621
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhu Fanyu¹²³,Clark Jack I.¹²³,Phillips Ryan¹²³

Affiliation:

1. Res. Engr. of C-CORE, Memorial Univ. of Newfoundland, St. John's, NF, Canada A1B 3X5.

2. Prin. Consultant of C-CORE, Memorial Univ. of Newfoundland, St. John's, NF, Canada A1B 3X5.

3. Geotech. Dir. of C-CORE, Memorial Univ. of Newfoundland, St. John's, NF, Canada A1B 3X5. E-mail: ryan.phillips@c-core.ca

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%282001%29127%3A7%28613%29

Reference24 articles.

1. Centrifugal Modeling of Bearing Capacity of Shallow Foundations on Sands

2. Bolton M. D. and Lau C. K. ( 1993). “Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil.” Can. Geotech. J. Ottawa 30 1024–1033.

3. Caquot A. and Kerisel J. ( 1953). “Sur le terme de surface dans le calcul des fondations en milieu pulverulent.” Proc. 3rd Int. Conf. on Soil Mech. and Found. Engrg. Vol. 1 International Society of Soil Mechanics and Foundation Engineering London 336–337.

4. Chen W. F. ( 1975). Limit analysis and soil plasticity Elsevier Science New York.

5. Clark J. I. ( 1998). “The settlement and bearing capacity of very large foundations on strong soils: The 1996 R. M. Hardy lecture.” Can. Geotech. J. Ottawa 35 131–145.

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