Three-Dimensional Lower Bound Solutions for Stability of Plate Anchors in Clay-Reference-Cited by-同舟云学术

Three-Dimensional Lower Bound Solutions for Stability of Plate Anchors in Clay

Published:2003-03 Issue:3 Volume:129 Page:243-253
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Merifield R. S.¹,Lyamin A. V.²,Sloan S. W.³,Yu H. S.⁴

Affiliation:

1. Research Engineer, Dept. of Civil, Surveying, and Environmental Engineering, Univ. of Newcastle, NSW 2308 Australia.

2. Research Fellow, Dept. of Civil, Surveying, and Environmental Engineering, Univ. of Newcastle, NSW 2308 Australia.

3. Professor, Dept. of Civil, Surveying, and Environmental Engineering, Univ. of Newcastle, NSW 2308 Australia.

4. Professor, Dept. of Civil Engineering, Univ. of Nottingham, 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%282003%29129%3A3%28243%29

Reference33 articles.

1. The uplift capacity of shallow foundations.;Adams J. I.;Ontario Hydro Research Quarterly,1967

2. Ali J. I. (1968). “Pull-out resistance of anchor plates and anchored piles in soft bentonite clay.” MSc thesis Duke Univ. N.C.

3. Ashbee R. A. (1969). “A uniaxial analysis for use in uplift foundation calculations.” Rep. RD/L/R 1608 Central Electricity Research Laboratory.

4. Baba H. U. Gulhati S. K. and Datta M. (1989). “Suction effect in plane anchors in soft clay.” Proc. 12th Int. Conf. on Soil Mechanics and Foundation Engineering Rio de Janeiro Brazil International Society for Soil Mechanics and Foundation Engineering (ISSMFE) 1 409–412.

5. Finite element method and limit analysis theory for soil mechanics problems

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