三车道公路隧道在不同构造应力作用下的力学行为研究
Study on mechanical behaviour of three lane road tunnel under tectonic stresses
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摘要: 通过大比例尺模型试验和有限元方法对三车道公路隧道在不同构造应力作用下的力学行为进行了深入研究。研究结果表明,构造应力对三车道公路隧道的承载能力、破坏形态、位移规律都有很大影响。Abstract: In this paper, by the large scale model tests and FEM, authors study the mechanic behaviour of three lane road tunnel under tectonic stresses. The results show that tectonic stresses have influence upon the bearing capacity, the destruction form, and the surrounding rock displacement rule of three lane road tunnel.