考虑围岩松动圈的隧道抗减震措施

    Earthquake Mitigation Measures for Tunnels Considering Loosen-zone in Surrounding Rock

    • 摘要: 为了研究考虑松动圈的情况下隧道抗减震措施的有效性和机理,建立同时考虑松动圈和抗减震措施的有限元计算模型,通过设置减震层、注浆加固和综合措施3种减震措施,研究隧道结构的地震动力响应.首先将数值计算模型与振动台试验结果相对比,验证数值计算模型的有效性;然后在数值模型基础上,进一步分析减震层、注浆加固以及综合措施(即2种措施同时施作)的情况下隧道结构的附加应力、附加应变、围岩塑性区以及衬砌损伤的变化.结果表明:考虑松动圈后,与不设置减震措施时相比,减震层的存在使结构的主应力发生小幅变化,同时减震层增大了衬砌总体的环向变形,在减小围岩塑性应变的同时还增加了衬砌的拉伸损伤;而注浆加固不仅能减小衬砌各处的主应力响应,还能减小衬砌各处的应变响应,减弱了松动圈对隧道变形的不利影响;同时施作2种减震措施,则衬砌各处的主应力及应变均显著减少,衬砌的抗震性能得以显著改善.因此,当考虑松动圈时,减震层与注浆加固相结合的综合减震措施对于隧道结构更为适宜,且易于和实际辅助施工措施相结合.

       

      Abstract: To study the effectiveness and mechanism of mitigation measures for tunnel structures considering loosen-zones under earthquake, a finite element analysis model considering both loosen-zone and mitigation measures was established. First, two kinds of mitigation measures, namely buffer layer and grouting, were set up, respectively. Then, a model considering the combined measures of buffer layer and grouting was also established. The impact on seismic responses of the tunnel structure considering these measures was analyzed. Results of the finite element model established were compared with results from a former shaking table test of a model with a buffer layer around the tunnel structure, and the effectiveness of the mitigation measures and the validity of the finite element model were verified. Furthermore, the finite element model was used to analyze stress, strain, plastic zone of the surrounding rock and damages of lining under the two kinds of mitigation measures including the buffer layer and the grouting. Results show that compared with the structure with no mitigation measures, the principal stress variation of the structure is small when the buffer layer is installed. At the same time, this buffer method not only increases the circumferential deformation of the whole lining, but also reduces the plastic strain of the surrounding rock. The tensile damage of the lining increases, too. By applying the grouting, the main stress response throughout the lining is reduced, and also the strain response of the lining is reduced. So that the adverse effect of the loosen zone on the tunnel deformation is weakened. Under the combined seismic mitigation measures with both buffer layers and grouting, the principal stresses and strains of the lining are significantly reduced, and the seismic performance of the lining is significantly improved. Therefore, the comprehensive mitigation measure combining the buffer layer and grouting reinforcement is more suitable for tunnels while considering the loose zone, which is also easy to be applied in project construction.

       

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