A finite element method for the design of the lining of pressure tunnels in complex-swelling rock, considering its coupled-rheological behaviour and the seepage effect is presented in this paper.
本文提出了一种在复合膨胀岩体中考虑其耦合流变性态和渗流效应以设计有压隧洞衬砌的有限元方法。
The emplacement mechanism for granitoid, magmas is determined by rheological behaviour of the magma and the host rock as well as the tectonic, environment.
花岗质岩浆的上升、侵位机制除取决于岩浆与围岩的流变性质外，也受构造环境的制约。
The results show that by considering the rheological behaviour of faults neighbouring an opening, the loading state of surrounding rock mass is deteriorated considerably.
研究表明，在考虑了洞室附近断层的流变性态以后，洞周围岩的受力状况有相当程度的恶化。
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