The present application relates to the field of
tunnel engineering geology and
support design, and discloses a soft surrounding
rock tunnel deformation risk discrimination method based on shear dilation-shear constitutive, comprising the following steps: constructing a
nonlinear coupling model between the shear dilation angle and the
shear stress, normal stress and joint parameters, and obtaining the shear dilation angle; establishing a volume
strain rate discrimination formula; inverting the initial stress
tensor field; reconstructing the irregular tunnel boundary; constructing a risk grade discrimination model and outputting the risk grade; matching the support scheme such as support stiffness, anchor rod parameters and spray
layer thickness according to the risk grade; establishing a model to predict the risk trend; generating support adjustment suggestions; collecting
monitoring data to dynamically correct the
model parameters; and integrating all modules in the deployment
system. The present application introduces the
coupling relationship between the shear dilation angle and the
shear strength, establishes a coupled constitutive discrimination model, and constructs a risk grading
system and support correction strategy associated with support response, thereby realizing active early warning and dynamic adjustment of support stiffness in high-risk sections.