Effects of Long-Term Dynamic Loading and Fluctuating Water Table on Helical Anchor Performance for Small Wind Tower Foundations-Reference-Cited by-同舟云学术

Effects of Long-Term Dynamic Loading and Fluctuating Water Table on Helical Anchor Performance for Small Wind Tower Foundations

Published:2009-08 Issue:4 Volume:23 Page:251-261
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Cerato Amy B.¹²,Victor Rory¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Environmental Science, Univ. of Oklahoma, 202 W. Boyd St., Room 334, Norman, OK 73019 (corresponding author).

2. Construction Engineer, Exxon-Mobil Development Company (EMDC), 17001 North Chase Dr., Houston, TX 77060;

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000013

Reference19 articles.

1. Embedded anchor response to uplift loading;Andreadis A.;J. Geotech. Engrg. Div.,1981

2. Effects of Helical Anchor Geometry on Long-Term Performance of Small Wind Tower Foundations Subject to Dynamic Loads

3. Clemence S. P. and Smithling A. P. (1984). “Dynamic uplift capacity of helical anchors in sand.” Proc. 4th Australia-New Zealand Conf. Geomechanics 1 88–93.

4. Das B. M. (1985). “Resistance of shallow inclined anchors in clay.” Uplift behavior of anchor foundations in soil S. P. Clemence ed. ASCE New York 86–101.

5. Interface Load Transfer Degradation During Cyclic Loading: A Microscale Investigation

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