Design method and structure for preventing settlement-deformation damage of soft-rock subgrade of road
A design method and subgrade technology, applied in the design of prevention and control of subsidence and deformation diseases of highway soft rock subgrade, and in the structural field of prevention and control of subsidence and deformation diseases of highway soft rock subgrade, can solve problems such as increased maintenance engineering, uneven subsidence of subgrade, and subsidence of embankment
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Embodiment 1
[0033] Combine below figure 1 , figure 2 , image 3 , Figure 4 , Figure 5 , Figure 6 , the present invention is described in further detail:
[0034] A design method for preventing and controlling the subsidence deformation disease of highway soft rock embankment, the steps are:
[0035] A. Preliminary judgment of the state of the soft rock at the project site, and test its uniaxial saturated ultimate compressive strength: According to the field characteristics of the soft rock at the project site, such as weathering degree, grain size and color, etc., the soft rock produced by blasting excavation in the excavation area is tested. For the initial judgment, select soft rocks that are in relatively good condition except the residual soil state and the fully weathered state to test their uniaxial saturation ultimate compressive strength;
[0036] B. According to the uniaxial saturated ultimate compressive strength, wet softening and disintegration characteristics of sof...
Embodiment 2
[0044] according to figure 1 , figure 2 , image 3 It can be seen that a typical structure for the prevention and control of subsidence and deformation diseases of highway soft rock embankment consists of soft rock 1, class I soft rock 1A, class II soft rock 1B, class III soft rock 1C, and class IV soft rock 1D 2, gravel, modified soft rock, hard rock slag 3 or other good interlayer fillers that meet the requirements, two-cloth and one-membrane composite geomembrane 4, road bed qualified filler or not The screened hard rock gravel 5 and the geogrid 6 are composed. It is characterized in that a layer of permeable material 2 such as gravel or hard rock slag is filled at the bottom of the embankment with a thickness of not less than 50 cm, and then soft rock 1 is filled in layers of permeable material 2 such as gravel or hard rock slag. Above, the geogrid 6, gravel / modified soft rock / hard rock slag or other good interlayer fillers 3 that meet the requirements are located insi...
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