关键词:
strike-slip fault
tunnel engineering
semi-analytical solution
fault zone width
nonuniform fault displacement
uncertain fault plane position
摘要:
The tunnel subjected to strike-slip fault dislocation exhibits severe and catastrophic *** existing analysis models frequently assume uniform fault displacement and fixed fault plane *** contrast,post-earthquake observations indicate that the displacement near the fault zone is typically nonuniform,and the fault plane position is *** this study,we first established a series of improved governing equations to analyze the mechanical response of tunnels under strike-slip fault *** proposed methodology incorporated key factors such as nonuniform fault displacement and uncertain fault plane position into the governing equations,thereby significantly enhancing the applicability range and accuracy of the *** contrast to previous analytical models,the maximum computational error has decreased from 57.1%to 1.1%.Subsequently,we conducted a rigorous validation of the proposed methodology by undertaking a comparative analysis with a 3D finite element numerical model,and the results from both approaches exhibited a high degree of qualitative and quantitative agreement with a maximum error of 9.9%.Finally,the proposed methodology was utilized to perform a parametric analysis to explore the effects of various parameters,such as fault displacement,fault zone width,fault zone strength,the ratio of maximum fault displacement of the hanging wall to the footwall,and fault plane position,on the response of tunnels subjected to strike-slip fault *** findings indicate a progressive increase in the peak internal forces of the tunnel with the rise in fault displacement and fault zone ***,an augmentation in fault zone width is found to contribute to a decrease in the peak internal *** example,for a fault zone width of 10 m,the peak values of bending moment,shear force,and axial force are approximately 46.9%,102.4%,and 28.7% higher,respectively,compared to those observed for a fault zone width of 50 ***,the