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Refinado por: assunto: Rock Mechanics remover
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1
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)

2
Rock Fractures in Geological Processes
Rock Fractures in Geological Processes
Rock Fractures in Geological Processes
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Rock Fractures in Geological Processes

Agust Gudmundsson

Cambridge University Press 2011

Acesso online. A biblioteca também possui exemplares impressos.

3
Stability, shear and sliding resistance, and deformation of rock foundations (Prochnost§, soprotivlyaemost§ sdvigu i deformiruemost§ osnovanii sooruzhenii na skal§nykh porodakh); laboratory and field experimental studies
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Stability, shear and sliding resistance, and deformation of rock foundations (Prochnost§, soprotivlyaemost§ sdvigu i deformiruemost§ osnovanii sooruzhenii na skal§nykh porodakh); laboratory and field experimental studies

Pavel Dmitrievich Evdokimov Dmitriæi Danilovich Sapegin

Jerusalem Israel Program for Scientific Translations available from U.S. Dept. of Commerce, Clearinghouse for Scientific and Technical Information, Springfield Va. 1967

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.121 Ev19s )(Acessar)

4
Proceedings = Comptes rendus de la Conference Geotechnique sur les Propriétés de Résistance au Cisaillement des Sols naturels et des Roches, oslo, 1967
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Proceedings = Comptes rendus de la Conference Geotechnique sur les Propriétés de Résistance au Cisaillement des Sols naturels et des Roches, oslo, 1967

Geotechnical Conference on Shear Strength Properties of Natural Soils and Rocks (1967 Oslo, Norway) Norges geotekniske institutt

Oslo Norwegian Geotechnical Institute 1967

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.131.377 G298p v.2 )(Acessar)

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

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