A comparison of elastic-plastic soil models for 2D FE analyses of tunnelling

Computers and Geotechnics

Volumn 23, Issue 1-2, 1998, Pages 19-38

  Oettl, G ^a   Stark, R F ^a   Hofstetter, G ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

ELASTIC PLASTIC SOIL MODELS; MOHR-COULOMB CRITERION;

FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRAIN; STRESSES; TUNNELING (EXCAVATION); TWO DIMENSIONAL;

SOILS;

ELASTOPLASTICITY; FINITE ELEMENT METHOD; MODEL; SOIL MECHANICS; TUNNELING;

EID: 0032456072     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(98)00015-9     Document Type: Article

References (8)

1. Kropik Ch. Three-dimensional elasto-viscoplastic finite element analysis of deformations and stresses resulting from the excavation of shallow tunnels. Ph.D. thesis, University of Technology of Vienna, 1994.
2. Zace Services Ltd, Z_SOIL user's manual, version 3.2. Lausanne, Switzerland Zace Services Ltd, 1997.
3. Menétrey Ph, Willam KJ. Triaxial failure criterion for concrete and its generalization. ACI Journal 1995;S92:311-8.
4. Hibbit, Karlsson & Sorensen, ABAQUS user's manual, version 5.6. RI: Hibbit, Karlsson & Sorenson, 1996.
5. Schweiger HF, Schuller H, Pöttler R. Some remarks on 2D-models for numerical simulation of underground constructions with complex cross sections. In Yuan JX, editor. Computer methods and advances in geomechanics, vol. 2. Wuhan, China: IACMAG, 1997. p. 1303-8.
6. De Borst R, Groen AE. Efficient and robust low-order elements for 2D- and 3D-soil plasticity. In: Yuan JX editor. Computer methods and advances in geomechanics, vol. 1. Wuhan, China: IAC-MAG, 1997. p. 95-104.
7. Carter JP, Balaam NP. AFENA user's manual, Version 5.1. University of Sydney, Australia: Centre for Geotechnical Research, 1995.
8. Sandler IS, DiMaggio FL, Baladi GY. Generalized cap model for geological materials. Jnl. Geotech. Eng. Div., ASCE 1976;102:683-99.