4.5 Article

Undrained strength-deformation characteristics of Bangkok Clay under general stress condition

Related references

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

Cross-anisotropic elastic parameters of two natural stiff clays

S. Yimsiri et al.

GEOTECHNIQUE (2011)

Article Engineering, Geological

Effect of microfabric on mechanical behavior of kaolin clay using cubical true triaxial testing

Amit Prashant et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2007)

Article Engineering, Geological

Shear strength anisotropy of natural London Clay

S. Nishimura et al.

GEOTECHNIQUE (2007)

Article Engineering, Geological

The stiffness of natural London Clay

A. Gasparre et al.

GEOTECHNIQUE (2007)

Article Engineering, Geological

Land subsidence in Bangkok, Thailand

N Phien-wej et al.

ENGINEERING GEOLOGY (2006)

Article Engineering, Geological

A laboratory study of normally consolidated kaolin clay

A Prashant et al.

CANADIAN GEOTECHNICAL JOURNAL (2005)

Article Engineering, Geological

Effect of intermediate principal kaolin stress on overconsolidated kaolin clay

A Prashant et al.

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2004)

Article Engineering, Geological

The effect on anisotropy of rotating the principal stress axes during consolidation

L Zdravkovic et al.

GEOTECHNIQUE (2001)

Article Engineering, Geological

Undrained anisotropy of K0-consolidated silt

L Zdravkovic et al.

CANADIAN GEOTECHNICAL JOURNAL (2000)