Prediction of Soil Properties from the Concepts of Energy Transfer in Dynamic Penetration Tests-Reference-Cited by-同舟云学术

Prediction of Soil Properties from the Concepts of Energy Transfer in Dynamic Penetration Tests

Published:2009-08 Issue:8 Volume:135 Page:1092-1100
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Schnaid Fernando¹²¹³,Odebrecht Edgar¹²¹³,Rocha Marcelo Maia¹²¹³,de Paula Bernardes George¹²¹³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Federal University of Rio Grande do Sul, Brazil.

2. Associate Professor, Dept. of Civil Engineering, Estate University of Santa Catarina, Brazil.

3. Associate Professor, Dept. of Civil Engineering, São Paulo State University , Brazil.

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.1943-5606.0000059

Reference43 articles.

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2. Aoki N. and Cintra J. C. A. (2000). “The application of energy conservation Hamilton’s principle to the determination of energy efficiency in SPT tests.” Proc. 6th Int. Conf. on the Application of Stress-Wave Theory to Piles São Paulo 457–460.

3. Cavity expansions in sands with curved envelopes;Baligh M. M.;J. Geotech. Engrg. Div.,1976

4. Berezantzev V. G. Khristoforov V. and Golubkov V. (1961). “Load bearing capacity and deformation of piled foundation.” Int. Conf. on soil Mech. and Found. Eng. 2 11–15.

5. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

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