A Design Method and Structure for Prevention and Control of Subsidence and Deformation Diseases of Highway Soft Rock Subgrade
A design method and roadbed technology, applied to roads, roads, buildings, etc., can solve problems such as uneven settlement of roadbeds, muddying of roadbeds, settlement of embankments, etc.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
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 , gravel or hard rock slag water-permeable material 2, gravel / modified soft rock / hard rock slag 3 or other good interlayer fillers that meet the requirements, two cloth and one film composite geomembrane 4, road bed qualified filler or unscreened It consists of 5 hard rock gravels and 6 geogrids. It is characterized in that a layer of gravel or hard rock slag water permeable material 2 with a thickness of not less than 50cm is filled at the bottom of the embankment, and then soft rock 1 is layered on top of the gravel or hard rock slag water permeable material 2, Geogrid 6, gravel / modified soft rock / hard rock slag 3 or other good interlayer fillers that meet the req...
PUM
Abstract
Description
Claims
Application Information
- R&D Engineer
- R&D Manager
- IP Professional
- Industry Leading Data Capabilities
- Powerful AI technology
- Patent DNA Extraction
Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.
© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com