Three dimensional dynamic response of underground openings in saturated rock masses.
In this paper a three dimensional dynamic analysis program for saturated porous rocks and soils is presented. The theoretical formulations incorporated in the proposed computer program are the extension of Biot's two phase theory to non-linear region. Numerical study using the program is carrie...
| Udgivet i: | Earthquake engineering & structural dynamics. 30, 5 (2001). |
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| Hovedforfatter: | |
| Format: | Article |
| Sprog: | English |
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