Construction method for loess shallow layer landslide protection by ardealite

A construction method and phosphogypsum technology, applied in the field of slope engineering, can solve the problems of high construction cost and secondary slump, and achieve the effects of reducing pollution, simple construction method and promoting plant growth.

Inactive Publication Date: 2020-07-17
INST OF GEOLOGY & GEOPHYSICS CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

On the one hand, these methods are expensive, and on the other hand, the gray protective design forms a large contrast with the surrounding landscape, and it is easy to cause the risk of secondary landslides

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0020] Embodiment: A kind of phosphogypsum is used for the construction method of loess shallow landslide protection, comprises the following steps:

[0021] (1) Preparation of improver: weigh 150kg of anionic polyacrylamide and 150kg of potassium chloride to prepare 300kg of improver;

[0022] (2) Preparation of mixture: In terms of mass parts in dry state, weigh 19t of phosphogypsum, 1t of alkaline slag, and 47t of loess, mix and stir evenly, and prepare 67t of mixture;

[0023] (3) Preparation of improved mixture slurry: 300kg of improver is mixed into 67t of mixture to make an improved mixture, and then water is added to make an improved mixture slurry. The loose density of the mixture is 1.4g / cm 3 count;

[0024] (4) Lay three-dimensional vegetation net: level the excavated side slope, set up intercepting ditches at the top of the slope, set up drainage ditches at the foot of the slope, set up drainage channels on the slope surface, lay a three-dimensional vegetation net...

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Abstract

The invention discloses a construction method for loess shallow layer landslide protection by ardealite. The method is characterized by comprising the steps that: (1) anionic polyacrylamide and potassium chloride are prepared as an improver; (2) the ardealite, flyash and soil are prepared as a mixture; (3) the improver and the water are mixed in the mixture to prepare improved mixture mud; (4) a three-dimensional vegetation net is paved on a slope from top to bottom, and is fixed; and (5) a wet spraying method is adopted to spray the improved mixture mud twice to the surface of the slope; then, the improved mixture mud is uniformly mixed with grass seeds to once spray to the surface of the slope; a non-woven fabric is used to cover and fixedly bound; and water spraying and curing are performed each day. The method can meet the ecological afforestation protection and shallow layer landslide protection requirements of a loess slope, can consume the ardealite, reduces occupation of cultivated lands, reduces environmental pollution, and can promote the plant growth by available phosphorus.

Description

technical field [0001] The invention relates to the field of slope engineering, in particular to a construction method for phosphogypsum used in shallow loess landslide protection. Background technique [0002] The loess is collapsible, and the excavated slope is prone to landslide disasters under the condition of rainfall. Traditional protection methods mostly adopt engineering measures such as arched slope protection, sash beam slope protection, and mortar rubble slope protection. On the one hand, these methods are expensive, on the other hand, the gray protective design forms a large contrast with the surrounding landscape, and is likely to cause secondary landslide risks. [0003] Phosphogypsum is a by-product produced by the wet process of phosphoric acid produced by the reaction of phospholime and sulfuric acid in chemical plants. 1 ton of phosphoric acid is produced to produce about 5 tons of phosphogypsum. Phosphogypsum is a powdery material with almost no plastici...

Claims

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Application Information

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Patent Type & AuthorityApplications(China)
IPC IPC(8): E02D17/20C04B28/14A01G20/00C12N1/20C12R1/07
CPCA01G20/00C04B28/143C04B2201/20C12N1/20E02D17/202C04B14/361C04B18/141C04B22/124C04B24/2652
Inventor李志清
OwnerINST OF GEOLOGY & GEOPHYSICS CHINESE ACAD OF SCI