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1
Geotechnical and geophysical site characterization proceedings of the third International Conference on Site Characterization ISC'3, Taipei, Taiwan, 1-4 April, 2008
Geotechnical and geophysical site characterization proceedings of the third International Conference on Site Characterization ISC'3, Taipei, Taiwan, 1-4 April, 2008
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Geotechnical and geophysical site characterization proceedings of the third International Conference on Site Characterization ISC'3, Taipei, Taiwan, 1-4 April, 2008

International Conference on Site Characterization (3rd 2008 Taipei, Taiwan) An-Bin Huang; Paul W Mayne

London Taylor & Francis c2008

Localização: EPECP - Esc. Politécnica-Bib Eng Civil e Prod    (624.131.381 In8s 3. )(Acessar)

2
Geotechnical and geophysical site characterization proceedings of the Second International Conference on Site Characterization, ISC-2 Porto, Portugal), 19-22 September 2004
Geotechnical and geophysical site characterization proceedings of the Second International Conference on Site Characterization, ISC-2 Porto, Portugal), 19-22 September 2004
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Geotechnical and geophysical site characterization proceedings of the Second International Conference on Site Characterization, ISC-2 Porto, Portugal), 19-22 September 2004

International Conference on Site Characterization (2nd 2004 Porto, Portugal António Viana da Fonseca; Paul W Mayne

Rotterdam Millpress 2004

Item não circula. Consulte sua biblioteca.(Acessar)

3
Simplified Method for the Lateral, Rotational, and Torsional Static Stiffness of Circular Footings on a Nonhomogeneous Elastic Half-Space Based on a Work-Equivalent Framework
Simplified Method for the Lateral, Rotational, and Torsional Static Stiffness of Circular Footings on a Nonhomogeneous Elastic Half-Space Based on a Work-Equivalent Framework
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Simplified Method for the Lateral, Rotational, and Torsional Static Stiffness of Circular Footings on a Nonhomogeneous Elastic Half-Space Based on a Work-Equivalent Framework

Suryasentana, Stephen K ; Mayne, Paul W

Journal of geotechnical and geoenvironmental engineering, 2022-02, Vol.148 (2) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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4
Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits
Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits
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Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits

Kootahi, Karim ; Mayne, Paul W

Journal of geotechnical and geoenvironmental engineering, 2016-10, Vol.142 (10) [Periódico revisado por pares]

American Society of Civil Engineers

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5
CPT Evaluation of Yield Stress Profiles in Soils
CPT Evaluation of Yield Stress Profiles in Soils
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CPT Evaluation of Yield Stress Profiles in Soils

Agaiby, Shehab S ; Mayne, Paul W

Journal of geotechnical and geoenvironmental engineering, 2019-12, Vol.145 (12) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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6
Interpretation of piezocone penetration and dissipation tests in sensitive Leda clay at Gloucester test site
Interpretation of piezocone penetration and dissipation tests in sensitive Leda clay at Gloucester test site
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Interpretation of piezocone penetration and dissipation tests in sensitive Leda clay at Gloucester test site

Agaiby, Shehab S ; Mayne, Paul W

Canadian geotechnical journal, 2018-12, Vol.55 (12), p.1781-1794 [Periódico revisado por pares]

Ottawa: NRC Research Press

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7
CPTU-based permeability evaluation of clays
CPTU-based permeability evaluation of clays
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CPTU-based permeability evaluation of clays

Feng, Hualei ; Cai, Guojun ; Ouyang, Zhongkun ; He, Huan ; Mayne, Paul W.

IOP conference series. Earth and environmental science, 2024-05, Vol.1337 (1), p.12001 [Periódico revisado por pares]

Bristol: IOP Publishing

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8
Continuous-interval shear wave velocity profiling by auto-source and seismic piezocone tests
Continuous-interval shear wave velocity profiling by auto-source and seismic piezocone tests
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Continuous-interval shear wave velocity profiling by auto-source and seismic piezocone tests

KU, Taeseo ; MAYNE, Paul W ; CARGILL, Ethan

Canadian geotechnical journal, 2013-04, Vol.50 (4), p.382-390 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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9
Yield stress history evaluated from paired in-situ shear moduli of different modes
Yield stress history evaluated from paired in-situ shear moduli of different modes
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Yield stress history evaluated from paired in-situ shear moduli of different modes

Ku, Taeseo ; Mayne, Paul W.

Engineering geology, 2013-01, Vol.152 (1), p.122-132 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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10
Yield stress evaluation of Finnish clays based on analytical piezocone penetration test (CPTu) models
Yield stress evaluation of Finnish clays based on analytical piezocone penetration test (CPTu) models
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Yield stress evaluation of Finnish clays based on analytical piezocone penetration test (CPTu) models

Di Buò, Bruno ; D’Ignazio, Marco ; Selänpää, Juha ; Länsivaara, Tim ; Mayne, Paul W

Canadian geotechnical journal, 2020-11, Vol.57 (11), p.1623-1638 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press

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Deste Autor:

  1. International Conference on Site Characterization
  2. Mayne, P
  3. Viana Da Fonseca, A
  4. Huang, A

Neste Assunto:

  1. Soils
  2. Soils
  3. Geology
  4. Engineering
  5. Physical Sciences

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

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