Vertical Uplift Capacity of a Group of Helical Screw Anchors in Sand-Reference-Cited by-同舟云学术

Vertical Uplift Capacity of a Group of Helical Screw Anchors in Sand

Published:2013-03-27 Issue:3 Volume:43 Page:238-250
ISSN:0971-9555
Container-title:Indian Geotechnical Journal
language:en
Short-container-title:Indian Geotech J

Author:

Mittal Satyendra,Mukherjee Sanjeev

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s40098-013-0055-5.pdf

Reference22 articles.

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2. Meyerhof GG, Adams JI (1968) The ultimate uplift capacity of foundations. Can Geotech J 5(4):224–244

3. Meyerhof GG (1973) Uplift resistance of inclined anchors and piles, vol 2. In: Proceedings of 8th ICSMFE, pp 167–172

4. Radhakrishna KS (1976) ‘Helix anchor tests in sand’, Ontario Hydro Research Division, Research Report, 76–130K, pp 1–33

5. Udwari JJ, Rodgers TE, Singh H (1979) A rational approach to the design of high capacity multi helix screw anchors. In: Proceedings of the 7th IEEE/PES, transmission and distribution Conference and Exposition, 600–610, New York, USA

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