Failure Mechanisms in Sand over a Deep Active Trapdoor-Reference-Cited by-同舟云学术

Failure Mechanisms in Sand over a Deep Active Trapdoor

Published:2009-11 Issue:11 Volume:135 Page:1741-1753
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Costa Yuri D.¹²³⁴,Zornberg Jorge G.¹²³⁴,Bueno Benedito S.¹²³⁴,Costa Carina L.¹²³⁴

Affiliation:

1. Professor, Dept. Civil Engineering, Federal Univ. of Rio Grande do Norte, Campus Universitário, Natal-RN, Brazil 59072-970 (corresponding author).

2. Fluor Centennial Associate Professor, Dept. Civil Engineering, The Univ. of Texas at Austin, 1 University Station, C1792, Austin, TX 78712-0280.

3. Professor, Dept. of Geotechnical Engineering, Univ. of São Paulo at São Carlos, Av. Trabalhador São-Carlense, 400, São Carlos-SP, Brazil 13566-590.

4. Professor, Federal Institute of Education, Science and Technology of Rio Grande do Norte, Av. Salgado Filho, 1559, Natal–RN, Brazil 59015-000.

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.1943-5606.0000134

Reference26 articles.

1. Batiste S. N. (1998). “Mechanics of granular materials at low confining stress.” MS thesis Univ. of Colorado at Boulder.

2. The strength and dilatancy of sands

3. Costa Y. D. J. (2005). “Physical modeling of buried pipes subjected to localized loss of support or elevation.” Ph.D. thesis School of Engineering of São Carlos Univ. of São Paulo Brazil (in Portuguese).

4. Evans C. H. (1983). “An examination of arching in granular soils.” MS thesis Department of Civil Engineering MIT.

5. Hartley S. (1982). “Shear bands in sand. Part II.” Project Rep. Dept of Engineering Univ. of Cambridge Cambridge U.K.

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