Damaged creep constitutive models of rock-like materials containing multiple flaws and their relationships to those of the intact materials.

• The ratio of long-term strength to uniaxial compressive strength of rock is in stable. • The rock masses exhibit more shear failures under creep. • A unified creep model can be used for the pre-flawed rock masses and intact rock. • The creep model of fractured rock masses can be derived from the intact rock. A number of pre-flawed specimens made of sandstone-like material with four different numbers and five different angles were prepared and tested in three various loading paths to investigate the time-dependent mechanical behaviors. It was determined that the deformations and strengths increase and decrease with increasing flaw number and decreasing flaw angle, respectively. The ratio of the long-term strength to the uniaxial compressive strength of specimens with the same pre-existing flaws varies within a small range (0.637–0.729). The specimens in the creep tests exhibited more shear failures than those in the uniaxial compression tests. A modified Burgers model was then developed. By using different parameter values, it can well describe the entire creep phases of all the pre-flawed and intact specimens, which is in accordance with the principles of damage mechanics. In view of this, pre-existing flaws were regarded as a type of damage to the intact material, and a damage creep model was developed that can derive the creep curves of fractured materials from those of the intact material. This idea provides a reference for the study of the damage creep model of fractured rock masses. [ABSTRACT FROM AUTHOR]