Landslide combined long and short slide-resistant reinforcing pile structure and design method
A technology of anti-slide piles and reinforcement piles, which is applied in basic structure engineering, excavation, construction, etc., to achieve the effect of simple operation, saving engineering investment and achieving stability
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0030] Such as Figure 1-3 As shown, a landslide combined long and short anti-slide reinforcement pile structure according to the present invention includes several long anti-slide piles 1 arranged at intervals along the lateral direction of the landslide body.
[0031] A short anti-slide pile 2 is set between two adjacent long anti-slide piles 1, and the distance between the long anti-slide pile 1 and the adjacent short anti-slide pile 2 is 5m-10m. Both the long anti-slide pile 1 and the short anti-slide pile 2 are reinforced concrete piles.
[0032] The top of the long anti-slide pile 1 is higher than the top of the short anti-slide pile 2, the bottom of the long anti-slide pile 1 is lower than the bottom of the short anti-slide pile 2, and the bottom of the long anti-slide pile 1 The top is higher than the potential overtop sliding surface 4 , and the bottoms of the long anti-slide pile 1 and the short anti-slide pile 2 are lower than the deep weak sliding surface 3 .
[...
Embodiment 2
[0035] Such as Figure 1-3 As shown, a kind of design method of the landslide combined long and short anti-slide reinforcement pile structure as described in embodiment 1 of the present invention, comprises the following steps:
[0036] 1. calculate the landslide sliding force of the whole described deep weak sliding surface 3 of the landslide;
[0037] 2. Calculating the stability of the landslide under the reinforcement of the long anti-slide pile 1 within the short anti-slide pile 2 and the short anti-slide pile 2 elevation of the deep weak sliding surface 3;
[0038] 3. judging step 2. whether the safety factor of the landslide after reinforcement meets the design requirements, and if it does not meet the requirements, then increase the pile section and / or pile embedding depth of the long anti-slide pile 1 and the short anti-slide pile 2;
[0039] ④Repeat steps ② to ③ until the landslide safety factor meets the design requirements;
[0040] 5. calculate the landslide sli...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


