Characterization of Cemented Sand in Triaxial Compression

Author:

Schnaid Fernando121,Prietto Pedro D. M.121,Consoli Nilo C.121

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Fed. Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3. andar, 90035-190, Porto Alegre, Rio Grande do Sul, Brazil.

2. Assoc. Prof., School of Engrg. and Arch., Catholic Univ. of Pelotas, Rua Félix da Cunha, 412, 96010-000, Pelotas, Rio Grande do Sul, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference57 articles.

1. Low Strain Dynamic Properties of Artificially Cemented Sand

2. Triaxial Testing of Naturally Cemented Carbonate Soil

3. Akai K. Adachi T. and Fujimoto K. ( 1977). “Constitutive equations for geomechanical materials based on elasto-viscoplasticity.” Proc. 9th Int. Conf. on Soil Mech. and Found. Engrg. Spec. Session 9 Vol. 4 Japanese Society of Soil Mechanics and Foundation Engineering Tokyo 1–10.

4. Akinmusuru J. O. ( 1987). “The effects of cementation on the stress-strain behavior of a sand.” Proc. 9th Regional Conf. for Africa on Soil Mech. and Found. Engrg. Vol. 1 Balkema Rotterdam The Netherlands 435–442.

5. Beckwith G. H. and Hansen L. A. ( 1982). “Calcareous soils of the south-western United States.” Proc. Geotech. Properties Behaviour and Perf. of Calcareous Soils Vol. 1 ASTM West Conshohocken Pa. 16–35.

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