Detection method for determining harmfulness of hydropower engineering environmental slope dangerous rock mass
A technology of hydropower engineering and detection method, which is applied in the direction of basic structure engineering, on-site foundation soil survey, construction, etc., and can solve the problem of dangerous rock mass hazard protection construction methods on slopes, poor protection construction effects, and economic losses caused by protective measures and other issues, to achieve the effect of improving protection construction measures, ensuring project safety, and reducing project cost
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Embodiment 1
[0040] The Dadu River Changheba Hydropower Station is a first-class large-scale project. The environmental slope of the dam body is a dangerous rock mass with a distribution elevation of 1800m to 1750m. It is located in the rockfill area of the downstream dam shell material. body. The terrain is a mountain ridge, three sides are empty, and the front edge is a steep wall of bedrock, with a height of about 20m. The dangerous rock mass in this area is affected by the steep cracks along the slope, and local toppling deformation is seen. Affected by the steep slope and unfavorable combination of structural surfaces, the overall stability is poor, and it is prone to large collapses under the action of external forces such as blasting vibration, heavy rainfall, and earthquakes, endangering the safety of dam filling. It is recommended to adopt active net protection and anchoring measures after clearing or surface slope clearing.
[0041] Carry out hazard degree classification accor...
Embodiment 2
[0043] The dangerous rock mass of Changheba Hydropower Station is located on the upper ridge of the switch station, with a steep slope, generally 65°-70°, and 85°-90° locally, with a distribution elevation of 1870m-1900m and a cubic volume of about 8000m3. It is a large-scale dangerous rock mass. The superficial rock mass is strongly unloaded and loosened, forming a loose rock belt, and exploration reveals that its horizontal depth is greater than 20m. Most of the rock mass is separated from the parent rock, the block diameter is generally 2m to 5m, and some parts have overhead structures. Due to the steep slope and unfavorable combination of structural surfaces, collapse and slide damage may occur under the action of gravity or other external forces, and the overall stability is extremely poor, endangering the construction and operation safety of the switch station. It is recommended to remove or take anchoring measures.
[0044]Carry out hazard degree classification accordi...
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