Landslide mass reinforcing method

A landslide mass and anti-sliding pile technology, which is applied in the field of landslide mass reinforcement, can solve the problems of increasing the weight of the sliding mass, reducing the shear strength of the soil-rock layer, and being dangerous.

Inactive Publication Date: 2021-06-25
SINOHYDRO ENG BUREAU 4 +1
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  • Summary
  • Abstract
  • Description
  • Claims
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AI Technical Summary

Problems solved by technology

Among them, the main form of installing anti-sliding retaining piles is rectangular anti-sliding piles, and the construction method is mainly manual digging and pouring into piles, which is relatively dangerous
The removal of landslides will increase the land used for road construction and increase the cost of project construction. If the treatment is not in place, it will continue to affect the safety of road use.

Method used

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  • Landslide mass reinforcing method
  • Landslide mass reinforcing method
  • Landslide mass reinforcing method

Examples

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Embodiment Construction

[0032] Landslide body drainage system embodiment:

[0033] see Figure 1 to Figure 8 , this embodiment discloses a landslide body drainage system for a landslide body reinforcement project, the landslide body drainage system includes a first subgrade drainage ditch 10, a second subgrade drainage ditch 11, an outside intercepting ditch 2, and a first platform intercepting ditch 3 , a plurality of first drainage pipes 4, a second platform intercepting ditch 5 and a plurality of second drainage pipes 6, the first subgrade drainage ditch 10 extends along the extension direction of the road, and the outer intercepting ditch 2 surrounds the landslide body 1 It is arranged on the periphery, and the two ends of the outside intercepting ditch 2 communicate with the first subgrade drainage ditch 10 respectively. The first platform intercepting ditch 3 is set through the landslide body 1 in the extension direction of the first subgrade drainage ditch 10 , and both ends of the first plat...

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Abstract

The invention provides a landslide mass reinforcing method. The landslide mass reinforcing method comprises an outside intercepting ditch building step, an anti-slide pile construction step, a first pitching drainage construction step, a retaining wall construction step and a first platform intercepting ditch construction step, wherein the outside intercepting ditch building step comprises the following steps of: building an outside intercepting ditch around the periphery of a landslide mass; the anti-slide pile construction step comprises the following steps of: drilling a plurality of drill holes; placing reinforcement cages in the drill holes and pouring concrete to form anti-slide piles; sleeving cap beams at the free ends of the anti-slide piles; the first pitching drainage construction step comprises the following steps of: embedding a plurality of first drainage pipes into the landslide mass, wherein first drainage holes are formed in the peripheral walls of the first drainage pipes; the retaining wall construction step comprises the following steps of: building a retaining wall at one end, close to a road, of the landslide mass; and the first platform intercepting ditch construction step comprises the following step of: building a first platform intercepting ditch. The landslide mass reinforcing method can effectively enhance the anti-slide stability of the landslide mass, prevents the landslide mass from losing stability, avoids damage to the road, and reduces the maintenance cost of the road.

Description

technical field [0001] The invention relates to the technical field of landslide body reinforcement, in particular to a landslide body reinforcement method. Background technique [0002] At present, highway engineering is often affected by various geological hazards that affect highway driving safety, among which landslides have the greatest impact on highway driving safety. Landslides refer to the internal weakness of the rock and soil mass along the slope that constitutes the slope under the action of gravity and other external forces. There is an overall instability phenomenon. [0003] The existing common landslide reinforcement treatment methods are mainly to remove the landslide body, install anti-slide retaining piles, etc. Among them, the main form of installing anti-sliding retaining piles is rectangular anti-sliding piles, and the construction method is mainly manual digging and pouring into piles, which is relatively dangerous. The removal of landslides will inc...

Claims

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Application Information

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IPC IPC(8): E02D17/20E02D3/10E03F3/02
CPCE02D17/20E02D17/207E02D3/10E03F3/02Y02A30/60
Inventor 韩永阳雷军龙王鵾鹏鲁承刚尚建明宋振华梁守锦董涛刘春龙王占龙杨平俞文浩李建民范永亮余洪鲛尹朝霞
Owner SINOHYDRO ENG BUREAU 4
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