A method and system for building a fractured rock creep model under the action of water-rock coupling
A water-rock coupling and creep technology, applied in the field of rock mechanics engineering, can solve problems such as difficult to realize water-rock coupling, rock creep without cracks and its constitutive model research, and achieve good creep evolution process and good creep Trends, effects with clear physical and mechanical meaning
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Embodiment 1
[0085] This embodiment provides a method for building a fractured rock creep model under the action of water-rock coupling, such as figure 1 shown, including the following steps:
[0086] S101. Construct a creep equation in which the viscosity coefficient is affected by water pressure and time and a nonlinear creep equation considering the influence of damage according to the operation instruction.
[0087] In the specific implementation, considering that the influence of water pressure on the internal structure of the material is represented by the viscosity coefficient η in the creep equation, a power-law equation is introduced to nonlinearize it. Since the viscosity coefficient η is mainly affected by the water pressure p and time t, a function of η with respect to p and t can be established, namely:
[0088]
[0089] where p is the water pressure, t is the creep time, and A, m and n are the fitted creep parameters.
[0090] In a linear viscoelastic there is ( Charac...
Embodiment 2
[0148] This embodiment provides the verification process of the fractured rock creep model under the action of water-rock coupling. In order to realize the water-rock coupling in the true sense, the YSL-200 rock rheological test system can be used in the test, and the fractured marble sample is placed in the real In the water environment, the joint loading of water pressure and axial pressure is carried out. Rock creep tests often use two loading methods, single-stage and graded. Considering the limitations of experimental conditions, many scholars use graded loading methods to study rock creep characteristics.
[0149] According to the test results, based on the proposed fracture rock creep model under the action of water-rock coupling, parameter identification and fitting analysis were carried out on the following two groups of marble creep test curves: (1) water pressure 0.5MPa; (2) water pressure 1.5MPa. The corresponding fitting curve is as Figure 4 Among them, sub-pict...
Embodiment 3
[0156] This embodiment provides a system for building a fractured rock creep model under the action of water-rock coupling, such as Figure 7 shown, including:
[0157] The construction unit is used to construct the creep equation whose viscosity coefficient is affected by water pressure and time and the nonlinear creep equation considering the damage effect according to the operation instruction;
[0158] The first generation unit is used for substituting the creep equation whose viscosity coefficient is affected by water pressure and time into the preset Nishihara model to generate a nonlinear creep model considering the influence of water pressure;
[0159] The second generation unit is used for substituting the nonlinear creep equation considering the influence of damage into the nonlinear creep model considering the influence of water pressure to generate the creep model of fractured rock under the action of water-rock coupling;
[0160] The calling unit is used for stor...
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