Experimental and Numerical Study on Rook Seepage Fluid-Solid Coupling Problem
Surrounding rock of tunnels beneath the groundwater level line is suffered from the effect of coupling between stress field and seepage field, and its deformation is sustained and developed over time. Based on the basic theory of rock hydraulics and rheological mechanics, we in this work established...
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| Format: | Article |
| Language: | English |
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IFSA Publishing, S.L.
2013-10-01
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| Series: | Sensors & Transducers |
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| Online Access: | http://www.sensorsportal.com/HTML/DIGEST/october_2013/P_1433.pdf |