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Soil Improvement System - Soil Granular Solidification Method

If the soil is modified on-site, it can be used as a material at any time.

The soil particle solidification method is a system that modifies construction sludge and construction-generated soil by adding solidifying agents and polymer coagulants.

Related Link - http://www.acecon-kogyo.co.jp/e-s/deido.html

basic information

【Features】 ○ It is a mobile granular solidification plant (patented method) that boasts high processing capability while being very simple and compact. ○ It can effectively utilize various solidifying agents (weak alkaline type using coal ash and paper sludge incineration ash, neutral and neutralized types) to make effective use of resources and accommodate diverse types of sludge. ○ It can provide modified soil with stable quality that meets the required standards (equivalent to treatment soil types 2 to 4). ○ The modified soil meets soil quality environmental standards, is safe as a soil material, and does not generate by-products associated with modification. ○ The modified soil is granular, easy to handle, and does not re-sludge. ○ The use of a special continuous mixer achieves both miniaturization of the processing plant and improvement of processing capacity, thereby reducing costs. ● For more details, please contact us.

Price information

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Delivery Time

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Applications/Examples of results

Construction sludge (industrial waste) - Ground improvement work sludge - SMW work sludge - Anchor work sludge - Foundation pile work sludge - Mud pressure shield work sludge - Pushing work sludge - Reservoirs Dredged sediment - Ports and rivers - Lakes - Dams Sediment accumulation after a disaster - Outflow sediment due to river flooding - Accumulated sediment due to river channel blockage from an earthquake

Distributors

The adoption of lightweight fill (FCB method) and backfilling methods using fluidized treated soil is increasing. Applications are expanding to include reduction of settlement on soft ground, load reduction on landslide-prone slopes, reduction of soil pressure on structures, backfilling in difficult areas, prevention of consolidation settlement, ground improvement, and liquefaction countermeasures.

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