Revolutionary backfill material with fluidity
"Manmade Soil" is a groundbreaking, fluid resource-circulating backfill material. Its strength can be adjusted as needed (0.2-3.0 N/mm²) and can be formulated according to the application of the backfill location. It can be used for backfilling in narrow areas where compaction with heavy machinery is difficult, as well as for backfilling, backfilling behind walls, underwater embankments, and other locations where conventional compaction methods are challenging, such as backfilling of shafts. Please feel free to contact us if you have any inquiries. 【Features】 - The pouring operation (no compaction work required) reduces the total cost of backfilling. - Workability is improved, shortening the construction period. - Temporary restoration after backfilling is unnecessary, further shortening the construction period. - Excellent water-stopping properties allow for repurposing for underground continuous walls (10-6 to 10-8). - Highly fluid, allowing for placement in narrow spaces, among other benefits. *For more details, please download the PDF or feel free to contact us.
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【Other Features】 ■ Pumping is possible with a concrete pump truck ■ Effective utilization of construction-generated soil ■ Resource circulation, Green Purchasing Law, specific procurement items *For more details, please download the PDF or feel free to contact us.
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Since our establishment in 1973, we have provided various products and know-how through the construction and civil engineering industry. Recently, changes due to structural reforms, the worsening of environmental issues, and the increasing interconnection and integration of the global economy have progressed further, leading to more complex and diverse demands from society. In order to respond swiftly to this trend, we will continue to strive for further technological innovation through the development of new businesses, feedback from research results, and advanced support from our technical staff. Please feel free to contact us with any requests.
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