A test method for multidirectional seepage of asphalt mixture with constant head
A technology of asphalt mixture and test method, which is applied to the analysis of materials, permeability/surface area analysis, suspension and porous material analysis, etc., and can solve the problems of inability to distinguish vertical, horizontal and coupled seepage, and limitations of permeability coefficients, etc. , to achieve true and accurate test results, simple molding methods, and easy test replacement
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specific Embodiment approach 1
[0053] Specific implementation one: as Figures 1 to 8As shown, the steps of the multi-directional seepage test method for asphalt mixtures with constant head described in this embodiment are as follows:
[0054] Step 1. Prepare Marshall test piece:
[0055] According to the test method of "Asphalt and Asphalt Mixture Test Regulations for Highway Engineering", the asphalt mixture test piece was made, and the hollow Marshall test piece was formed by the hollow Marshall test piece. The inner diameter of the Marshall test piece was 7mm to 40.8mm. The outer diameter is 101mm, and the height of the Marshall test piece ranges from 43.5mm to 83.5mm;
[0056] Step two, vacuum water retention:
[0057] Place the formed Marshall test piece at room temperature for 24 hours, and then use a vacuum pump to vacuum the Marshall test piece for water retention for 5 to 20 minutes;
[0058] Step 3. Sealing treatment:
[0059] When measuring vertical seepage: insert the hollow anti-seepage ru...
specific Embodiment approach 2
[0079] Embodiment 2: In step 1 of this embodiment, the inner diameter of the Marshall test piece ranges from 10 mm to 30 mm, and the height of the Marshall test piece ranges from 50 to 80 mm. In this way, the inner diameter range and height range of the Marshall test piece are within the scope of the asphalt and asphalt mixture test regulations, in line with the "Highway Engineering Asphalt and Asphalt Mixture Test Regulations". Other components and operation steps are the same as in the first embodiment.
specific Embodiment approach 3
[0080] Embodiment 3: In step 1 of this embodiment, the inner diameter of the Marshall test piece ranges from 15 mm to 25 mm, and the height of the Marshall test piece ranges from 55 to 70 mm. In this way, the inner diameter range and height range of the Marshall test piece are within the scope of the asphalt and asphalt mixture test regulations, in line with the "Highway Engineering Asphalt and Asphalt Mixture Test Regulations". Other compositions and operation steps are the same as in the second embodiment.
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