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1
Microstructural strength of four subtropical soils evaluated by rheometry: properties, difficulties and opportunities
Microstructural strength of four subtropical soils evaluated by rheometry: properties, difficulties and opportunities
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Artigo 		Adicionar ao Meu Espaço

Microstructural strength of four subtropical soils evaluated by rheometry: properties, difficulties and opportunities

Pértile, Patricia; Holthusen, Dörthe; Gubiani, Paulo Ivonir; Reichert, José Miguel

Scientia Agricola; v. 75 n. 2 (2018); 154-162

Universidade de São Paulo. Escola Superior de Agricultura Luiz de Queiroz 2018-04-01

Acesso online

2
Punching shear in reinforced concrete slabs
Punching shear in reinforced concrete slabs
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Livro 		Adicionar ao Meu Espaço

Punching shear in reinforced concrete slabs

Maria Anna Polak; American Concrete Institute; ACI Committee 445--Shear and Torsion

Farmington Hills, Mich. American Concrete Institute c2005

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod    (624.073 P969 )(Acessar)

3
Shear behaviour of rock joints
Shear behaviour of rock joints
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Shear behaviour of rock joints

Buddhima Indraratna Asadul Haque Dr

Rotterdam, Netherlands A.A. Balkema Brookfield, VT, USA 2000

Localização: EPBC - Esc. Politécnica-Bib Central    (624.121 In2s )(Acessar)

4
Soil slope instability and stabilisation proceedings of an extension course on soil slope instability and stabilisation, Sydney, 30 November-2 December 1987
Soil slope instability and stabilisation proceedings of an extension course on soil slope instability and stabilisation, Sydney, 30 November-2 December 1987
Material Type:
Livro 		Adicionar ao Meu Espaço

Soil slope instability and stabilisation proceedings of an extension course on soil slope instability and stabilisation, Sydney, 30 November-2 December 1987

Bruce F Walker; Robin Fell

Rotterdam A.A. Balkema 1987

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod    (624.138 Ex84s )(Acessar)

5
Pre-failure deformation behaviour of geomaterials
Pre-failure deformation behaviour of geomaterials
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Pre-failure deformation behaviour of geomaterials

R. J Jardine; Institution of Civil Engineers (Great Britain)

London Thomas Telford Reston, VA ASCE Press, distributor 1998

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (624.131 P912 )(Acessar)

6
Deformation characteristics of geomaterials recent investigations and prospects
Deformation characteristics of geomaterials recent investigations and prospects
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Deformation characteristics of geomaterials recent investigations and prospects

Hervé Di Benedetto

Lieden A.A. Balkema c2005

Localização: EPBC - Esc. Politécnica-Bib Central    (631.431.5 D362 )(Acessar)

7
Deformation mechanisms in fine grained quartzo-feldspathic mylonites an electron microscopy study
Deformation mechanisms in fine grained quartzo-feldspathic mylonites an electron microscopy study
Material Type:
Tese de Doutorado 		Adicionar ao Meu Espaço

Deformation mechanisms in fine grained quartzo-feldspathic mylonites an electron microscopy study

Timon F. Fliervoet 1967-

1995

Localização: IGC - Instituto de Geociências    (551.80994 F621d )(Acessar)

8
Torsion shear apparatus and testing procedures
Material Type:
Livro 		Adicionar ao Meu Espaço

Torsion shear apparatus and testing procedures

Mikael Juul Hvorslev 1895 Robert I Kaufman joint author; Waterways Experiment Station (U.S.)

Vicksburg, Miss Waterways Experiment Station, Corps of Engineers, U.S. Army 1952

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.131 H99s )(Acessar)

9
Influence of sampler type and testing method on shear strength of clay samples
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Influence of sampler type and testing method on shear strength of clay samples

Bernt Jakobson

Stockholm 1954

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 553.611 J213i )(Acessar)

10
Further studies on shear strength of expansive soils covered with cohesive non-swelling soil layer : final report : project no. 6.0.5.2.79 : mineralogy to mathematical models
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Further studies on shear strength of expansive soils covered with cohesive non-swelling soil layer : final report : project no. 6.0.5.2.79 : mineralogy to mathematical models

R. K. Katti (Ramanath Keshavarao) K. K Moza; Dinesh R Katti (Dinesh Ramanath); India Central Board of Irrigation and Power; Indian Institute of Technology, Bombay Geotechnical Engineering Section

Bombay Geotechnical Engineering Section, Indian Institute of Technology 1985

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.131.414.3 K158f )(Acessar)

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Deste Autor:

  1. Di Benedetto, H
  2. Euromech Colloquium
  3. Altenbach, H
  4. Odenstad, S
  5. Pértile, P

Neste Assunto:

  1. Science & Technology
  2. Technology
  3. Mechanics
  4. Engineering
  5. Physical Sciences

  • Realização: ABCD-USP USP   Logos de Redes Sociais: Freepik

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