4.7 Article

A pressuremeter-based evaluation of structure in London Clay using a kinematic hardening constitutive model

Related references

Note: Only part of the references are listed.
Article Engineering, Geological

Undrained expansion of a cylindrical cavity in clays with fabric anisotropy: theoretical solution

Nallathamby Sivasithamparam et al.

ACTA GEOTECHNICA (2018)

Article Computer Science, Interdisciplinary Applications

Coupled effective stress analysis of insertion problems in geotechnics with the Particle Finite Element Method

Lluis Monforte et al.

COMPUTERS AND GEOTECHNICS (2018)

Article Engineering, Geological

Interpretation of pressuremeter test by finite-element method

Yi Rui et al.

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING (2018)

Article Engineering, Geological

Nonlinear Finite-Element Prediction of the Performance of a Deep Excavation in Boston Blue Clay

Mohamed Rouainia et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2017)

Article Computer Science, Interdisciplinary Applications

Numerical simulation of undrained insertion problems in geotechnical engineering with the Particle Finite Element Method (PFEM)

Lluis Monforte et al.

COMPUTERS AND GEOTECHNICS (2017)

Article Engineering, Geological

Influence of degradation of structure on the behaviour of a full-scale embankment

S. Panayides et al.

CANADIAN GEOTECHNICAL JOURNAL (2012)

Article Engineering, Geological

Performance of a reinforced embankment on a sensitive Champlain clay deposit

Chalermpol Taechakumthorn et al.

CANADIAN GEOTECHNICAL JOURNAL (2012)

Article Engineering, Geological

Analysis of tunnel excavation in London Clay incorporating soil structure

N. A. Gonzalez et al.

GEOTECHNIQUE (2012)

Article Engineering, Geological

IDENTIFICATION OF BONDED CLAY PARAMETERS IN SBPM TESTS: A NUMERICAL STUDY

Nubia Aurora Gonzalez et al.

SOILS AND FOUNDATIONS (2009)

Article Engineering, Geological

Quantification of the effects of structure on the compression of a stiff clay

A. Gasparre et al.

CANADIAN GEOTECHNICAL JOURNAL (2008)

Article Engineering, Geological

Geotechnical variation of London Clay across central London

H. Pantelidou et al.

GEOTECHNIQUE (2007)

Article Engineering, Geological

Characteristics of the London Clay from the Terminal 5 site at Heathrow Airport

D. W. Hight et al.

GEOTECHNIQUE (2007)

Article Engineering, Geological

The stiffness of natural London Clay

A. Gasparre et al.

GEOTECHNIQUE (2007)

Article Engineering, Geological

Unexpected tunnelling volume losses in the Westminster area, London

JR Standing et al.

GEOTECHNIQUE (2006)

Article Engineering, Geological

Explicit stress integration of complex soil models

JD Zhao et al.

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2005)

Article Engineering, Geological

Disturbance effects in pressuremeter tests in clay

V Silvestri

CANADIAN GEOTECHNICAL JOURNAL (2004)

Article Engineering, Geological

An interpretation of structural degradation for three natural clays

L Callisto et al.

CANADIAN GEOTECHNICAL JOURNAL (2004)

Article Engineering, Geological

A constitutive model for structured clays

B Baudet et al.

GEOTECHNIQUE (2004)

Article Engineering, Geological

An anisotropic elastoplastic model for soft clays

SJ Wheeler et al.

CANADIAN GEOTECHNICAL JOURNAL (2003)

Article Engineering, Geological

Drained cavity expansion in sands exhibiting particle crushing

AR Russell et al.

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2002)

Article Computer Science, Interdisciplinary Applications

Identification of soil parameters by inverse analysis

R Zentar et al.

COMPUTERS AND GEOTECHNICS (2001)

Article Engineering, Geological

Effects of disturbance on undrained strengths interpreted from pressuremeter tests

CP Aubeny et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2000)

Article Engineering, Geological

A constitutive model for structured soils

M Kavvadas et al.

GEOTECHNIQUE (2000)

Article Engineering, Geological

A kinematic hardening constitutive model for natural clays with loss of structure

M Rouainia et al.

GEOTECHNIQUE (2000)