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1
Foundations and slopes an introduction to applications of critical state soil mechanics
Foundations and slopes an introduction to applications of critical state soil mechanics
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Foundations and slopes an introduction to applications of critical state soil mechanics

J. H. Atkinson

London New York McGraw-Hill Book Co. UK c1981

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO DÉCIO LEAL DE ZAGOTTIS  (624.131 At55f e.2 )(Acessar)

2
The mechanics of soils and foundations
The mechanics of soils and foundations
The mechanics of soils and foundations
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The mechanics of soils and foundations

J. H. Atkinson

London Taylor & Francis New York 2007

Acesso online. A biblioteca também possui exemplares impressos.

3
Design methods in rock mechanics proceedings
Material Type:
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Design methods in rock mechanics proceedings

Symposium on Rock Mechanics (16th 1975 University of Minnesota) C Fairhurst; Steven L Crouch; International Society for Rock Mechanics

New York American Society of Civil Engineers 1977

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod  ACERVO VICTOR DE MELLO  (AVM 624.121 Sy68 16. )(Acessar)

4
Deformation and progressive failure in geomechanics
Deformation and progressive failure in geomechanics
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Deformation and progressive failure in geomechanics

Akira Asaoka; Toshihisa Adachi; Fusao Oka; International Symposium on Deformation and Progressive Failure in Geomechanics (1997 Nagoya-shi, Japan)

Oxford Pergamon New York 1997

Localização: EPBC - Esc. Politécnica-Bib Central    (624.131 D362 )(Acessar)

5
Framework to assess pseudo-static approach for seismic stability of clayey slopes
Framework to assess pseudo-static approach for seismic stability of clayey slopes
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Framework to assess pseudo-static approach for seismic stability of clayey slopes

Karray, Mourad ; Hussien, Mahmoud N ; Delisle, Marie-Christine ; Ledoux, Catherine

Canadian geotechnical journal, 2018-12, Vol.55 (12), p.1860-1876 [Periódico revisado por pares]

Ottawa: NRC Research Press

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6
Examining dynamic soil pressures and the effectiveness of different pile structures inside reinforced slopes using shaking table tests
Examining dynamic soil pressures and the effectiveness of different pile structures inside reinforced slopes using shaking table tests
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Examining dynamic soil pressures and the effectiveness of different pile structures inside reinforced slopes using shaking table tests

Ma, Ning ; Wu, Honggang ; Ma, Huimin ; Wu, Xiyong ; Wang, Gonghui

Soil dynamics and earthquake engineering (1984), 2019-01, Vol.116, p.293-303 [Periódico revisado por pares]

Barking: Elsevier Ltd

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7
Shaking table test to assess seismic response differences between steep bedding and toppling rock slopes
Shaking table test to assess seismic response differences between steep bedding and toppling rock slopes
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Shaking table test to assess seismic response differences between steep bedding and toppling rock slopes

Li, Long-qi ; Ju, Neng-pan ; Zhang, Shuai ; Deng, Xiao-xue

Bulletin of engineering geology and the environment, 2019-02, Vol.78 (1), p.519-531 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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8
PSO-based stability analysis of unreinforced and reinforced soil slopes using non-circular slip surface
PSO-based stability analysis of unreinforced and reinforced soil slopes using non-circular slip surface
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PSO-based stability analysis of unreinforced and reinforced soil slopes using non-circular slip surface

Shinoda, Masahiro ; Miyata, Yoshihisa

Acta geotechnica, 2019-06, Vol.14 (3), p.907-919 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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9
Time-dependent slope stability during intense rainfall with stratified soil water content
Time-dependent slope stability during intense rainfall with stratified soil water content
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Time-dependent slope stability during intense rainfall with stratified soil water content

Yao, Wenmin ; Li, Changdong ; Zhan, Hongbin ; Zeng, Jiangbo

Bulletin of engineering geology and the environment, 2019-10, Vol.78 (7), p.4805-4819 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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10
Undrained Stability of Unsupported Conical Slopes in Anisotropic Clays Based on Anisotropic Undrained Shear Failure Criterion
Undrained Stability of Unsupported Conical Slopes in Anisotropic Clays Based on Anisotropic Undrained Shear Failure Criterion
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Undrained Stability of Unsupported Conical Slopes in Anisotropic Clays Based on Anisotropic Undrained Shear Failure Criterion

Yodsomjai, Wittawat ; Keawsawasvong, Suraparb ; Senjuntichai, Teerapong

Transportation infrastructure geotechnology, 2021-12, Vol.8 (4), p.557-568 [Periódico revisado por pares]

New York: Springer US

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Deste Autor:

  1. Atkinson, J
  2. Crouch, S
  3. International Society for Rock Mechanics
  4. Symposium on Rock Mechanics
  5. Oka, F

Neste Assunto:

  1. Foundations
  2. Foundations
  3. Science & Technology
  4. Engineering
  5. Technology

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