Abstract
Numerical Manifold Method (NMM) is an extension of Discontinuous Deformation Analysis which contains and combines FEM and joint/block oriented DDA in a unified form. At present, application of NMM is mainly limited to two-dimensional analysis which is not realistic for many underground excavation works. In the present paper, three-dimensional NMM based on tetrahedron and hexahedron elements is proposed. The corresponding three-dimensional cover contact detection algorithms which have some fundamental properties different from the corresponding two-dimensional analysis are also developed. Based on the present formulations, engineering problems with arbitrarily oriented discontinuities can be modeled and realistic modeling of construction works becomes possible.
| Original language | English |
|---|---|
| Pages (from-to) | 601-628 |
| Number of pages | 28 |
| Journal | Rock Mechanics and Rock Engineering |
| Volume | 41 |
| Issue number | 4 |
| DOIs | |
| Publication status | Published - 1 Aug 2008 |
Keywords
- Contacts
- Discontinuous deformation analysis
- Joints
- Manifold method
ASJC Scopus subject areas
- Civil and Structural Engineering
- Geotechnical Engineering and Engineering Geology
- Geology
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