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Similar material for small and medium solid-fluid coupled model test and preparation method thereof

A technology of coupled models and similar materials, applied in the field of material science, can solve the problems of lack of representation, insignificant actual effect, and failure to reflect the actual situation of rock mass

Active Publication Date: 2013-12-18
SHANDONG UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, research in the field of similar materials in common geomechanical model tests is generally limited to the two aspects of keeping the material from disintegrating when exposed to water and how to improve the compressive strength. The problem of unstable physical and mechanical properties of force often cannot be accurately applied to solid-fluid coupling model tests
[0003] In the past, because the conditions for using similar materials were not specified, the actual effect of the research results in large-scale simulation experiments was not obvious, and it could not reflect the actual situation of the rock mass in the engineering state. It was not representative, so it was not true. solid-fluid coupling similar simulation

Method used

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  • Similar material for small and medium solid-fluid coupled model test and preparation method thereof
  • Similar material for small and medium solid-fluid coupled model test and preparation method thereof
  • Similar material for small and medium solid-fluid coupled model test and preparation method thereof

Examples

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Effect test

Embodiment 1

[0056] Take sand, cement, kaolin, vaseline and water in proportion, the total weight is 1000 grams, and the weights of each component are respectively: 750 grams of sand, 60 grams of cement, 65 grams of kaolin, 70 grams of vaseline, and 55 grams of water;

[0057] Experimental results: the uniaxial compressive strength is 0.6Mpa, and the permeability coefficient is 3.87×10 -6cm / s; the modulus of elasticity is 178Mpa, the cohesive force is 76Kpa, and the friction angle is 45 degrees.

Embodiment 2

[0059] Take sand, cement, kaolin, vaseline and water in proportion, the total weight is 1000 grams, and the weights of each component are respectively: 792 grams of sand, 50 grams of cement, 55 grams of kaolin, 55 grams of vaseline, and 48 grams of water;

[0060] Experimental results: the uniaxial compressive strength is 0.5Mpa, and the permeability coefficient is 9.37×10 -5 cm / s; the modulus of elasticity is 144Mpa, the cohesive force is 67Kpa, and the friction angle is 40 degrees.

Embodiment 3

[0062] Take sand, cement, kaolin, vaseline and water in proportion, the total weight is 1000 grams, and the weights of each component are respectively: 717 grams of sand, 81 grams of cement, 110 grams of kaolin, 44 grams of vaseline, and 48 grams of water;

[0063] Experimental results: the uniaxial compressive strength is 0.4Mpa, and the permeability coefficient is 8.54×10 -6 cm / s; the modulus of elasticity is 130Mpa, the cohesive force is 56Kpa, and the friction angle is 34 degrees.

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Abstract

The invention discloses a similar material for a small and medium solid-fluid coupled model test and a preparation method thereof. The similar material is prepared from the following raw material components in percentage by weight: 71.7-79.2% of sand, 2.4-8.1% of cement, 2.4-11.0% of kaolin, 2.0-9.0% of vaseline and 4.6-6.7% of water. The preparation method comprises the following steps: weighting the sand, the cement, the kaolin, the vaseline and the water in proportion; stirring the sand, the cement and the kaolin in a stirrer to form a first mixed material, and standing the first mixed material in a room at a temperature of 25 DEG C; uniformly stirring the water and the vaseline in a vessel to form a second mixed material; stirring the first mixed material and the second mixed material at a normal temperature for 3-5 minutes to form a third mixed material, then placing the third mixed material into a forming die, tamping and forming, standing the material at the room temperature for 24 hours after demolding and the like, thereby preparing the similar material. The prepared similar material has the uniaxial compressive strength of 0.3-0.8Mpa, the elastic modulus of 130-223Mpa, the osmotic coefficient of 7.45*10<-7>-9.37*10<-5>cm / s, the cohesive force of 54-87Kpa and the frictional angle of 34-46 degrees and is suitable for simulating the model tests of rocks with different mechanical properties and osmosis.

Description

technical field [0001] The invention relates to a coupling model test similar material and a preparation method thereof, in particular to a medium-sized solid-fluid coupled model test similar material and a preparation method thereof, belonging to the field of material science and technology. Background technique [0002] At present, research in the field of similar materials in common geomechanical model tests is generally limited to the two aspects of keeping the material from disintegrating when exposed to water and how to improve the compressive strength. The problem of unstable physical and mechanical properties of forces is often not accurately applied to solid-fluid coupling model tests. [0003] In the past, because the conditions for using similar materials were not specified, the actual effect of the research results in large-scale simulation experiments was not obvious, and it could not reflect the actual situation of the rock mass in the engineering state. It was...

Claims

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Application Information

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IPC IPC(8): G01N1/28G01N3/08G01N15/08
Inventor 孙文斌郭惟嘉张士川尹立明刘进晓朱霞张保良
Owner SHANDONG UNIV OF SCI & TECH
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