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  1. Home
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  6. Soil retaining member pull-out simultaneous filling method

Soil retaining member pull-out simultaneous filling method

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NETIS-PLUS AC-190008-P

last updated:Mar 18, 2020

協同組合Masters 地盤環境事業部会 『GEOTETS工法』
協同組合Masters 地盤環境事業部会 『GEOTETS工法』
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- Proximity construction - reliable settlement control - Soil contamination measures - water barrier even after extraction - Embankment construction - no creation of waterways

When performing earth retention using temporary materials in areas close to important structures such as residential buildings and underground installations, significant impacts on the surrounding ground can occur during the extraction of earth retention piles (such as steel sheet piles or H-piles), often leading to business losses such as building compensation. Without an effective solution, there was no choice but to leave the earth retention piles in place, causing difficulties for many stakeholders. This method simultaneously fills the void created during extraction by pulling from pre-installed filling pipes. Under conditions with a variety of ground conditions and differences in extraction machinery, it highly suppresses ground displacement after extraction, allowing for the safe retrieval of earth retention materials. In recent years, due to frequent major disasters caused by heavy rainfall, this method has seen an increase in usage as a unique solution for earth retention work on river and pond embankments that does not create water channels. It contributes to cost reduction in proximity construction, prevention of business losses, and reduction of environmental impact through the reuse of steel sheet piles. This method can also be applied underwater. *For more details, please download the catalog PDF or feel free to contact us.*

    Civil Engineering MethodGround foundation construction methodSpecial Construction Method
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Soil retaining member pull-out simultaneous filling method

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basic information

1. Novelty When using temporary materials for soil retention, there is no definitive method to reduce the impact on nearby houses or buried objects during the extraction of soil retention piles (such as steel sheet piles or H-piles), leading to the unavoidable practice of leaving steel sheet piles in many sites. Additionally, in embankment construction where the principle of leaving temporary materials is not permitted, measures such as chemical injection or ground improvement are often considered, but there are structural and cost-related challenges, and particularly effective solutions have been sought. 2. Expected Effects Even under various ground conditions and differences in extraction machinery, it can exert a highly effective suppression effect on the settlement of surrounding ground. According to previous settlement measurement results, the ground settlement at locations 2 to 3 meters away from the extraction point was approximately a few millimeters. 3. Comparison with Conventional Technology Compared to leaving materials in place, there is a cost reduction of 10% to 30% (in cases of steel sheet piles of type 3 or higher and a lease period of less than 6 months). Leaving materials in place can lead to future underground obstacles, and the additional costs in such cases can be substantial. Moreover, in embankment construction where leaving materials is not possible, conventional technology requires measures such as chemical injection to mitigate the impact on surrounding ground before extraction, and those costs can be 400% of the costs of this method (according to NETIS registration information).

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Applications/Examples of results

【Construction Achievements】 ■ We have accumulated over 260 achievements. 1. Applicable Conditions All steel sheet piles and temporary H-piles used as retaining piles or separation piles can be addressed if they can be pulled out. Steel pipe sheet piles and precast piles can also be applicable after individual case consideration during extraction. 2. Scope of Application (Conditions where it is particularly effective) 1) There is a particularly high demand for steel sheet pile retaining walls in water and sewage construction in densely populated residential areas, road construction for building temporary platforms or retaining walls for bridge abutments and piers under river levees, and gate construction requiring double closure retaining walls for river levees and pond levees. 2) In cases where bridge piers or waterways are constructed on main roads, retaining walls are often necessary. Ensuring safety for vehicles and pedestrians on the road and preventing impacts on important buried objects beneath the road surface make the application of this method effective. 3) This method is widely applicable in retaining wall construction and temporary bridge construction in proximity work and general levee work. 4) In recent years, soil contamination countermeasures, including those from natural sources, have been implemented. The adoption of this method, which has a shielding wall function to prevent the movement of contaminants from adjacent areas after the removal and purification of contaminants, has been increasing.

Detailed information

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    Soil retention material pull-out simultaneous filling method - Method Overview - Proximity construction - Reliable settlement suppression - Soil contamination measures - Water barrier even after pull-out - Embankment construction - No creation of water pathways

  • スライド10.JPG

    Soil retention material extraction simultaneous filling method - Construction method Special filling material is filled into the voids created by extraction from a dedicated filling pipe.

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    Soil retention material pull-out simultaneous filling method - Plant The plant is assembled based on a 4-ton truck, which provides excellent mobility, allows for smooth construction deployment, and makes it possible to work in narrow spaces.

  • スライド27.JPG

    Soil retention material extraction simultaneous filling method - Countermeasure costs Risk assessment of business losses and countermeasure costs 1. Standard specification - Reliable settlement suppression type 2,500 yen to 5,000 yen/m* 2. Special specification - Type that suppresses significant settlement 1,500 yen to 2,500 yen/m* (*Varies depending on ground conditions and construction scale)

  • スライド21.JPG

    Soil retention material pull-out simultaneous filling method - Proximity construction - Proximity construction - Reliable settlement suppression

  • IMG_1363-e1521529518599.jpg

    Soil retention material pull-out simultaneous filling method - levee construction Levee construction - do not create water channels

  • スライド25.JPG

    Soil retention material extraction simultaneous filling method - soil contamination countermeasures Soil contamination countermeasures - water barrier even after extraction

catalog(4)

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GEOTETS Method A4 Flyer

GEOTETS Method A4 Flyer

TECHNICAL
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GEOTETS method

GEOTETS method

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Construction Recycling Magazine Special Feature Contents

Construction Recycling Magazine Special Feature Contents

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Soil Retention Material Pull-Out Simultaneous Filling Method Brochure

Soil Retention Material Pull-Out Simultaneous Filling Method Brochure

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Company information

協同組合Masters

協同組合Masters 地盤環境事業部会 『GEOTETS工法』

Construction Consultant

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The Masters Cooperative is one of the few organizations that has received approval from the Ministry of Land, Infrastructure, Transport and Tourism, the Ministry of Economy, Trade and Industry, and the Ministry of Agriculture, Forestry and Fisheries as a cross-industry cooperative that allows participation across various fields such as construction, environment, energy, agriculture, food, health, beauty, cosmetics, medical care, and IT. Please feel free to contact us if you have any inquiries.

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