Composite impervious wall for landfill environment protection in soft soil areas and construction method thereof

A technology for environmental protection and landfill, applied in protection devices, infrastructure engineering, construction, etc., can solve the problems of reducing the strength and anti-seepage performance of plastic concrete, affecting the effect of bentonite, etc., to improve cohesion, improve stability, improve The effect of early strength

Active Publication Date: 2018-12-21
BEIJING GEOENVIRON ENG & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, the plastic concrete in the above technologies encounters seawater erosion, especially the inorganic salts in seawater, which will affect the effect of bentonite and reduce the strength and anti-seepage performance of plastic concrete.

Method used

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  • Composite impervious wall for landfill environment protection in soft soil areas and construction method thereof
  • Composite impervious wall for landfill environment protection in soft soil areas and construction method thereof
  • Composite impervious wall for landfill environment protection in soft soil areas and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0117] The composition of the plastic concrete provided by the present embodiment is as follows: on the basis of every cubic plastic concrete, 150kg cement (42.5 ordinary Portland cement), 40kg sodium bentonite (grain size meets 400 mesh sieves below 10%), 75kg clay (water-containing 513kg coarse sand (0.5~3mm), 513kg rice sand (3~5mm), 513kg melon seed slices (5~10mm), 0.6kg alcohol ether sulfuric acid Salt (fatty alcohol polyoxyethylene ether sodium sulfate), 0.1kg polyethylene glycol hydrophilic non-ionic fluorocarbon surfactant (wherein polyethylene glycol molecular weight is 1.8k, fluorocarbon is perfluoro(2-methyl-3 -Oxahexyl) fluoride), 0.5kg polypropylene glycol adduct of ethylene oxide (wherein the number of oxirane groups is 45), 0.0002kg nonionic polyacrylamide, 300kg water. The plastic concrete is prepared according to the preparation method of the present invention.

Embodiment 2

[0119] The composition of the plastic concrete provided by the present embodiment is as follows: in every cubic plastic concrete, with 160kg cement (42.5 ordinary Portland cement), 50kg nano-bentonite (model is the same as embodiment 1), 80kg clay (model is the same as embodiment 1) ), 487kg coarse sand (model is the same as embodiment 1), 487kg rice sand (the model is the same as embodiment 1), 487kg melon seed slices (the model is the same as embodiment 1), 0.7kg alcohol ether sulfate (the model is the same as embodiment 1), 0.4 kg polyethylene glycol hydrophilic nonionic fluorocarbon surfactant (model is the same as embodiment 1), the adduct (model is the same as embodiment 1) of the ethylene oxide of 0.7kg polypropylene glycol, 0.005kg nonionic poly Acrylamide, 320kg water. The plastic concrete is prepared according to the preparation method of the present invention.

Embodiment 3

[0121] The composition of the plastic concrete provided by the present embodiment is as follows: in every cubic plastic concrete, with 180kg cement (42.5 ordinary Portland cement), 60kg nano-bentonite (model is the same as embodiment 1), 90kg clay (model is the same as embodiment 1) ), 465kg coarse sand (model is the same as embodiment 1), 465kg rice sand (the model is the same as embodiment 1), 465kg melon seed slices (the model is the same as embodiment 1), 0.8kg alcohol ether sulfate (the model is the same as embodiment 1), 1kg Polyethylene glycol hydrophilic nonionic fluorocarbon surfactant (model is the same as embodiment 1), the adduct (model is the same as embodiment 1) of the ethylene oxide of 1kg polypropylene glycol, 0.01kg nonionic polyacrylamide , 330kg of water. The plastic concrete is prepared according to the preparation method of the present invention.

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Abstract

The invention discloses a composite impervious wall for landfill environment protection in soft soil areas and a construction method thereof. The composite impervious wall comprises flexible core walls which are arranged at one circle of a landfill site, the depth of the flexible core walls meet the requirement that the flexible core walls extend from the ground surface to water-insulation layers,plastic walls are arranged correspondingly on the inner sides and the outer sides of the flexible core walls, the inner sides of the inner plastic wall bodies and the outer sides of the outer plasticwall bodies are correspondingly provided with supporting walls, a transition area is arranged between the supporting walls at the inner sides and the landfill site, and an underground water pumping drainage well is arranged in the transition area. According to the composite impervious wall, according to certain procedures, the supporting walls are constructed, grooves are performed vertically, the flexible core walls are vertically installed, plastic concrete is prepared according to the specific proportion, an underwater pouring mode is adopted to construct plastic wall bodies, by adoption of the technical scheme, on the premise that dams and foundations of the landfill site can be guaranteed, accident liquid seepage of dangerous and waste landfill sites can be effectively isolated, so that soil and underground water can be protected.

Description

technical field [0001] The invention relates to a composite anti-seepage wall used for environmental protection of landfills in soft soil areas and a construction method thereof. Background technique [0002] In the prior art, with the rapid development of social economy, urbanization and industrialization are accelerating, urban garbage and industrial waste are increasing sharply, and petrochemical and mining smelting processes are putting more and more pressure on the environment. In coastal soft soil areas, due to soft soil geological defects, high groundwater level and other factors, hazardous waste landfills built in the operation process, once leaked, will cause great harm to soil and groundwater, so it is necessary to build a vertical anti-seepage wall with HDPE membrane to strengthen the environment. Protect. Continuous vertical grooves in soft soil areas will affect the embankment and soil at the edge of the grooves, resulting in displacement and ground cracking. ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D19/06E02D19/18E02D31/00
CPCE02D19/06E02D19/18E02D31/00
Inventor 郑中华齐长青刘勇甄胜利刘力奇郭智丁仕文盖益民翟文华霍成立金晶田坤罗彬
Owner BEIJING GEOENVIRON ENG & TECH
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