Uplift Performance of Transmission Tower Foundations Embedded in Clay-Reference-Cited by-同舟云学术

Uplift Performance of Transmission Tower Foundations Embedded in Clay

Published:2008-04 Issue:4 Volume:134 Page:531-540
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rattley M. J.¹²³,Richards D. J.¹²³,Lehane B. M.¹²³

Affiliation:

1. Research Fellow, School of Civil Engineering & the Environment, Univ. of Southampton, Highfield, Southampton, U.K. E-mail: mjr@soton.ac.uk

2. Senior Lecturer, School of Civil Engineering & the Environment, Univ. of Southampton, Highfield, Southampton, U.K. E-mail: djr@soton.ac.uk

3. Professor, School of Civil & Resource Engineering, The Univ. of Western Australia, 35 Stirling Highway, Crawley WA 6009, Australia. E-mail: lehane@civil.uwa.edu.au

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%282008%29134%3A4%28531%29

Reference27 articles.

1. Non-linear soil stiffness in routine design

2. The behaviour of an impermeable flexible raft on a deep layer of consolidating soil

3. Clark M. Richards D. J. and Clutterbuck D. (2006). “Measured dynamic performance of electricity transmission towers following controlled broken-wire events.” CIGRE 41 Int. Council on large electrical systems Paper B2-313.

4. Model Tests for Uplift Capacity of Foundations in Clay

5. Uplift resistance of cohesive soils;Davie J. R.;J. Soil Mech. Div.,1977

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