Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity

Franz Tschuchnigg; Helmut Schweiger; Scott W. Sloan

Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity

Institute of Soil Mechanics, Foundation Engineering and Computational Geotechnics (2170)

Research output: Contribution to journal › Article › peer-review

Original language	English
Pages (from-to)	169-177
Journal	Computers and Geotechnics
Volume	70
Publication status	Published - 2015

Fields of Expertise

Sonstiges

Treatment code (Nähere Zuordnung)

Theoretical

Cite this

@article{50afdb95c52a4bb98a5cc0455a237c8e,

title = "Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity",

author = "Franz Tschuchnigg and Helmut Schweiger and Sloan, \{Scott W.\}",

year = "2015",

language = "English",

volume = "70",

pages = "169--177",

journal = "Computers and Geotechnics",

issn = "0266-352X",

publisher = "Elsevier B.V.",

}

TY - JOUR

T1 - Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity

AU - Tschuchnigg, Franz

AU - Schweiger, Helmut

AU - Sloan, Scott W.

PY - 2015

Y1 - 2015

M3 - Article

SN - 0266-352X

VL - 70

SP - 169

EP - 177

JO - Computers and Geotechnics

JF - Computers and Geotechnics

ER -