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1
Unsaturated Soil Mechanics in Engineering Practice
Unsaturated Soil Mechanics in Engineering Practice
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Unsaturated Soil Mechanics in Engineering Practice

Fredlund, D. G ; Fredlund, M. D ; Rahardjo, H

Hoboken, N.J: Wiley-Interscience 2012

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2
Proceedings of the Specialty Conference on Performance of earth and earth-supported structures, June 11-14, 1972, Purdue University, Lafayette, Indiana
Material Type:
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Proceedings of the Specialty Conference on Performance of earth and earth-supported structures, June 11-14, 1972, Purdue University, Lafayette, Indiana

Specialty Conference on Performance of Earth and Earth-Supported Structures (1972 Lafayette, Indiana) American Society of Civil Engineers Soil Mechanics and Foundations Division; Purdue University School of Civil Engineering

New York, N.Y. American Society of Civil Engineers 1972

Disponible en EPECP - Esc. Politécnica-Bib Eng Civil e Prod    (624.15 Sp32p v.3 )(Obténgalo)

3
Low‐order stabilized finite element for the full Biot formulation in soil mechanics at finite strain
Low‐order stabilized finite element for the full Biot formulation in soil mechanics at finite strain
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Low‐order stabilized finite element for the full Biot formulation in soil mechanics at finite strain

Monforte, Lluís ; Navas, Pedro ; Carbonell, Josep Maria ; Arroyo, Marcos ; Gens, Antonio

International journal for numerical and analytical methods in geomechanics, 2019-05, Vol.43 (7), p.1488-1515 [Revista revisada por pares]

Bognor Regis: Wiley Subscription Services, Inc

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4
Limit Analysis in Soil Mechanics
Limit Analysis in Soil Mechanics
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Limit Analysis in Soil Mechanics

Chen, W. F ; Liu, X. L

San Diego: Elsevier Science & Technology 1991

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5
Application of extended Mohr–Coulomb criterion to ductile fracture
Application of extended Mohr–Coulomb criterion to ductile fracture
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Application of extended Mohr–Coulomb criterion to ductile fracture

Bai, Yuanli ; Wierzbicki, Tomasz

International journal of fracture, 2010-01, Vol.161 (1), p.1-20 [Revista revisada por pares]

Dordrecht: Springer Netherlands

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6
On Unsaturated Soil Mechanics – Personal Views on Current Research
On Unsaturated Soil Mechanics – Personal Views on Current Research
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On Unsaturated Soil Mechanics – Personal Views on Current Research

Pande, G.N. ; Pietruszczak, S.

Studia geotechnica et mechanica, 2015-09, Vol.37 (3), p.73-84 [Revista revisada por pares]

De Gruyter Open

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7
Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
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Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model

Bui, Ha H. ; Fukagawa, Ryoichi ; Sako, Kazunari ; Ohno, Shintaro

International journal for numerical and analytical methods in geomechanics, 2008-08, Vol.32 (12), p.1537-1570 [Revista revisada por pares]

Chichester, UK: John Wiley & Sons, Ltd

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8
Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework
Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework
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Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework

Barnett, N. ; Rahman, Md. Mizanur ; Karim, Md. Rajibul ; Nguyen, H. B. K.

Granular matter, 2020-11, Vol.22 (4), Article 89 [Revista revisada por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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9
Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
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Effective stress concept in unsaturated soils: Clarification and validation of a unified framework

Nuth, Mathieu ; Laloui, Lyesse

International journal for numerical and analytical methods in geomechanics, 2008-05, Vol.32 (7), p.771-801 [Revista revisada por pares]

Chichester, UK: John Wiley & Sons, Ltd

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10
Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil
Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil
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Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil

Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid

International journal for numerical and analytical methods in geomechanics, 2013-09, Vol.37 (13), p.2061-2083 [Revista revisada por pares]

Chichester: Blackwell Publishing Ltd

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