Plate Load Test on Fiber-Reinforced Soil-Reference-Cited by-同舟云学术

Plate Load Test on Fiber-Reinforced Soil

Published:2003-10 Issue:10 Volume:129 Page:951-955
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Consoli Nilo C.¹,Casagrande Michéle D. T.²,Prietto Pedro D. M.³,Thomé Anto⁁nio⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Ave. Osvaldo Aranha, 99, 3. andar, 90035-190 Porto Alegre, Rio Grande do Sul, Brazil (corresponding author).

2. Research Assistant, Dept. of Civil Engineering, Federal Univ. of Rio Grande do Sul, Ave. Osvaldo Aranha, 99, 3. andar, 90035-190 Porto Alegre, Rio Grande do Sul, Brazil.

3. Associate Professor, School of Engineering and Architecture, Catholic Univ. of Pelotas, Rua Félix da Cunha, 412, 96010-000 Pelotas, Rio Grande do Sul, Brazil.

4. Associate Professor, School of Engineering, Univ. of Passo Fundo Campus I, Bairro São José, 99001-970 Passo Fundo, Rio Grande do Sul, 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%291090-0241%282003%29129%3A10%28951%29

Reference22 articles.

1. Behavior of granular soils reinforced with discrete randomly oriented inclusions

2. American Society for Testing and Materials (ASTM). (1998). “Standard test method for bearing capacity of soil for static load and spread footings.” ASTM D 1194-94 Philadelphia.

3. Campos T. M. P. (1984). “Two low plasticity clays under cyclic and transient loading.” PhD thesis Univ. of London London.

4. Casagrande M. D. T. (2001). “Study of the behavior of a polypropylene fiber reinforced soil seeking its use as a base of shallow foundations.” MSc dissertation Federal Univ. of Rio Grande do Sul Porto Alegre Brazil (in Portuguese).

5. Cavey J. K. Krizek R. J. Sobhan K. and Baker W. H. (1995). “Waste fibers in cement-stabilized recycled aggregate base course material.” Transportation Research Record 1486 Transportation Research Board Washington D.C. 97–106.

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