Density measuring equipment and method for measuring density of rockfill subgrade filler by adopting same
A technology of density measurement and roadbed, which is applied in the direction of measuring device, specific gravity measurement, and analysis of materials, etc. It can solve the problems of large particle size rockfill roadbed operation difficulty, difficulty in guaranteeing the stability of pit wall, and difficulty in filling volume, etc., and achieve service life Long, easy to read, and streamlined overall structure
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0050] see figure 1 as well as figure 2 , a density measuring device, comprising a box body 1 with no upper cover and a cubic structure, a plurality of earth pressure cells 2 arranged on the bottom inner wall of the box body 1, arranged outside the box body 1 and connected with all the The tester 3 connected to the earth pressure cell 2 and used to read all the data of the earth pressure cell 2 and the weighing part separately provided for weighing, the weighing part generally adopts a weighbridge.
[0051] The box 1 is a cube structure (the box can also be designed as a cuboid structure according to actual conditions), its length and width are 200cm, and its height is 100cm; the quantity of the earth pressure box 2 is 5, four The earth pressure cells 2 are evenly distributed around it with one earth pressure cell 2 as the center of a circle (the minimum vertical distance from the four earth pressure cells to the box side wall is 50 cm), and the earth pressure cells at the c...
Embodiment 2
[0088] The same density measuring device as in Example 1 was used to measure the density of rockfill subgrade filler in another section (marked as P2) in the mountainous area of Guizhou. The measurement steps were the same as in Example 1. The measurement data and calculation results are shown in Table 4 and Table 5 respectively.
[0089] Table 4 Field test data and calculation results of P2 section
[0090]
[0091]
[0092] Table 5 P2 cross-section on-site static earth pressure changes
[0093]
[0094] According to the relevant data in Table 4 and Table 5, the relationship curve between the number of rolling passes and the density of the filler used in the roadbed and the relationship curve between the density of the filler used in the roadbed and the static earth pressure value are drawn. See the specific drawings for details Figure 8 with Figure 9 .
[0095] Known by embodiment 1 and embodiment 2 ( Image 6 with Figure 8 Compare, Figure 7 with Figure 9...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


