Method and device for determining rock softening curve in bonding crack model

A determination method, rock technology, applied in the direction of measuring device, using stable tension/pressure test material strength, soil material test, etc., can solve the problems of large error, low fitting accuracy, high fitting accuracy, etc., to reduce the error , to ensure objectivity and facilitate the realization of the effect

Active Publication Date: 2020-08-07
WUHAN UNIV
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Problems solved by technology

[0010] ③ Regardless of whether it is soft rock or hard rock, each softening function uses the same fitting parameters (the soft rock and hard rock cannot be distinguished "different from rock"); this is consistent with the real situation of the rock (soft rock, the stress drop is more gentle ; hard rock, the stress drop is steeper) does not match, especially when simulating compos

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  • Method and device for determining rock softening curve in bonding crack model
  • Method and device for determining rock softening curve in bonding crack model
  • Method and device for determining rock softening curve in bonding crack model

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Embodiment Construction

[0048] The specific implementations of the method and device for determining the rock softening curve in the bonding crack model involved in the present invention will be described in detail below with reference to the accompanying drawings.

[0049]

[0050] Experimental background: The rock involved in some tunnel projects is a typical composite stratum (soft rock-hard rock mixed stratum); in order to take matching support measures, it is necessary to use numerical simulation to analyze and predict the deformation and failure of the tunnel; once numerical simulation is adopted This indispensable and increasingly important analysis and prediction method is usually used in the rock softening curve in the bonded crack model (it can be used in any numerical simulation analysis and prediction involving rock engineering); unfortunately, the existing None of the methods can distinguish soft rock and hard rock "different from rock", which is inconsistent with the real situation of ...

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Abstract

The invention provides a method and a device for determining a rock softening curve in a bonding crack model, which can completely and accurately reflect the three-section change of the rock softeningcurve, can be simultaneously suitable for soft rock and hard rock, and are high in fitting precision and free of human factor interference in the whole process. The rock softening curve determinationmethod comprises the following steps: step 1, acquiring peak stress, peak strain, residual stress and residual strain of a rock to be measured; 2, dividing rock uniaxial tensile test data into soft rock and hard rock according to different rock brittleness indexes B; 3, normalizing the post-peak stage of the rock stress-strain curve; 4, fitting the normalized data by adopting a power-exponentialsoftening function, and determining fitting parameters suitable for soft rock and hard rock respectively; 5, substituting the fitting parameters into the power-index softening function to obtain a rock softening curve in the bond crack model;

Description

technical field [0001] The invention belongs to the field of rock mechanics and rock engineering, and in particular relates to a rock softening curve determination method and device in a bonding crack model. Background technique [0002] With the discovery of strain softening in the post-peak stage of the stress-strain curve of rocks (see Figure 1(a)), a bond crack model suitable for brittle materials such as rocks was proposed. By simplifying the mathematical relationship, the bonded crack model clearly defines the two criteria of crack generation and crack propagation, and provides a method for simulating the rock fracture process by numerical calculation methods such as the finite element method (FEM) and the finite element-discrete element hybrid method (FDEM). Simpler and more reliable means. For this reason, as a general model, it is widely used in numerical simulation analysis and prediction of rock engineering such as tunnels / roadways, mining, and water conservancy....

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Application Information

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IPC IPC(8): G01N3/08G01N33/24
CPCG01N3/08G01N33/24G01N2203/0016
Inventor 王中伟刘泉声
Owner WUHAN UNIV
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