Comparison of Rapid Load Test Analysis Techniques in Clay Soils-Reference-Cited by-同舟云学术

Comparison of Rapid Load Test Analysis Techniques in Clay Soils

Published:2013-01 Issue:1 Volume:139 Page:152-161
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Brown Michael J.¹,Powell John J. M.²

Affiliation:

1. Senior Lecturer, Division of Civil Engineering, Univ. of Dundee, Dundee DD1 4HN, U.K. (corresponding author).

2. Technical Director, Geolabs Limited, Bucknalls Lane, Garston, Watford WD25 9XX, U.K.; formerly Associate Director, Building Technology Group, Building Research Establishment, Garston, Watford WD25 9XX, 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%29GT.1943-5606.0000733

Reference33 articles.

1. Balderas-Meca J. (2004). “Rate effects in rapid loading of clay soils.” Ph.D. thesis Univ. of Sheffield Sheffield U.K.

2. Bond A. J. (1989). “Behaviour of displacement piles in over-consolidated clays.” Ph.D. thesis Imperial College London.

3. Briaud J-L. Ballouz M. and Nasr G. (2000). “Static capacity prediction by dynamic methods for three bored piles.” J. Geotech. Geoenviron. Eng. 126(7) 640–648.

4. Brown D. A. (1994). “Evaluation of static capacity of deep foundations from Statnamic testing.” Geotech. Test. J. 17(4) 403–414.

5. Brown M. J. (2004). “The rapid load testing of piles in fine grained soils.” Ph.D. thesis Univ. of Sheffield Sheffield U.K.

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