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1
Hydraulic design criteria
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Hydraulic design criteria

U.S. Army Engineer Waterways Experiment Station

Vicksburgh s.n. 1964-

Localização: EPBC - Esc. Politécnica-Bib Central    (626 Es82h v.1 )(Acessar)

2
Larval fish and shellfish transport through inlets
Larval fish and shellfish transport through inlets
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Larval fish and shellfish transport through inlets

Michael P Weinstein; U.S. Army Engineer Waterways Experiment Station

Bethesda, Md. American Fisheries Society c1988

Localização: ESALQ - Biblioteca Central    (E 342 3/1988 proceedings ) e outros locais(Acessar)

3
Method for assessing the chronic toxicity of marine and estuarine sediment-associated contaminants with the amphibod Leptocheirus plumulosus
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Method for assessing the chronic toxicity of marine and estuarine sediment-associated contaminants with the amphibod Leptocheirus plumulosus

National Health and Environmental Effects Research Laboratory (U.S.) Western Ecology Division; United States Environmental Protection Agency; U.S. Army Engineer Waterways Experiment Station

Newport, OR Office of Research and Development, Western Ecology Division, U.S. Environmental Protection Agency Washington, D.C. Office of Science and Technology, Office of Water, U.S. Environmental Protection Agency Vicksburg, MS Engineer Research and Development Center, Waterways Experiment Station, U.S. Army Corps of Engineers 2001

Acesso online. A biblioteca também possui exemplares impressos.

4
Strength and deformation properties of earth-rock mixtures
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Strength and deformation properties of earth-rock mixtures

Robert T. Donaghe Victor H Torrey; U.S. Army Engineer Waterways Experiment Station; United States Army

Vicksburg, Miss. Dept. of the Army, Waterways Experiment Station, Corps of Engineers Springfield, Va. Available from National Technical Information Service 1985

Item não circula. Consulte sua biblioteca.(Acessar)

5
Fourth report on investigation of stress deformation and strength characteristics of compacted clays
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Fourth report on investigation of stress deformation and strength characteristics of compacted clays

Arthur Casagrande 1902- Steve J Poulos; U.S. Army Engineer Waterways Experiment Station

Cambridge, Mass. s.n. 1964

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.131.221 C261p 4. )(Acessar)

6
Development of a laboratory technique for correcting results of undrained triaxial shear tests on soils containing coarse particles for effects of membrane compliance
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Development of a laboratory technique for correcting results of undrained triaxial shear tests on soils containing coarse particles for effects of membrane compliance

Raymond Bolton Seed Anwar Hossain; U.S. Army Engineer Waterways Experiment Station; United States Army

Vicksburg, Miss. U.S. Army Engineer Waterways Experiment Station Springfield, Va available from National Technical Information Service 1987

Item não circula. Consulte sua biblioteca.(Acessar)

7
Stress-strain behavior of saturated clay and basic strength principles
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Stress-strain behavior of saturated clay and basic strength principles

Charles C. Ladd (Charles Cushing) United States Army Materiel Command; United States Advanced Research Projects Agency; U.S. Army Engineer Waterways Experiment Station; Massachusetts Institute of Technology Department of Civil Engineering

Cambridge, Mass. Dept. of Civil Engineering, Massachusetts Institute of Technology 1964

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 553.611 L121s )(Acessar)

8
Comparison of observed and theoretical tensile strains in the crests of two earth and rockfill dams
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Comparison of observed and theoretical tensile strains in the crests of two earth and rockfill dams

Sergio W Covarrubias Harvard University; Universidade Nacional Autonoma de Mexico

Vicksburg, Miss. Waterways Experiment Station 1971

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.131 In7 v.E3 )(Acessar)

9
Cracking of earth and rockfill dams a theoretical investigation by means of the finite element method
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Cracking of earth and rockfill dams a theoretical investigation by means of the finite element method

Sergio W. Covarrubias Harvard University

Vicksburg, Miss. Waterways Experiment Station 1969

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 627.824.1 C837c )(Acessar)

10
Influence of hydrologic loading rate on phosphorus retention and ecosystem productivity in created wetlands
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Influence of hydrologic loading rate on phosphorus retention and ecosystem productivity in created wetlands

William J. Mitsch Julie K Cronk; U.S. Army Engineer Waterways Experiment Station; United States Army; Wetlands Research Program (U.S.)

Vicksburg, Miss. U.S. Army Engineer Waterways Experiment Station 1995

Localização: EESC - Esc. Engenharia de São Carlos    (574.52 M684i )(Acessar)

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