Study on the Creep Constitutive Model of a Sandstone Rock under the Water‐Rock Interaction

With the continuous construction of large‐scale geotechnical engineering, more and more attention has been paid to the long‐term stability of rock mass engineering, especially the problem of rock creep under the influence of water. Combined with the author’s previous research on the triaxial creep characteristics of sandstone under water‐rock interaction, a nonlinear creep constitutive model was established to capture the degradation behavior of...