{"id":50006,"date":"2024-02-16T12:14:10","date_gmt":"2024-02-16T03:14:10","guid":{"rendered":"https:\/\/www.taiyokogyo.co.jp\/products\/50006\/"},"modified":"2025-12-12T20:08:54","modified_gmt":"2025-12-12T11:08:54","slug":"fagot-sheet-for-soft-ground","status":"publish","type":"products","link":"https:\/\/www.taiyokogyo.co.jp\/en\/products\/50006\/","title":{"rendered":"“Fagot Sheet” for soft ground"},"content":{"rendered":"\n
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Product & Service<\/h2>\n\n\n\n
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Features<\/h3>\n\n\n\n
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Fagot sheet (PPF)<\/h4>\n\n\n\n

Lightweight, flexible, resistant to high and low temperatures and silt, and with excellent permeability, this civil engineering sheet can be used for various applications such as soft ground surface treatment and soil layer separation.<\/p>\n\n\n\n

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item<\/th>\nStock number<\/th>\nPP#300<\/th>\nPP#700<\/th>\nPP#1212<\/th>\nTest procedure<\/th>\n<\/tr>\n
Base Fabric Material<\/td>\npolypropylene<\/td>\n<\/tr>\n
Thickness<\/td>\nmm<\/td>\n0.39 or more<\/td>\n0.50<\/td>\n0.37<\/td>\nJIS L 1098<\/td>\n<\/tr>\n
Weight<\/td>\ng\/m2<\/sup><\/td>\n120<\/td>\n165<\/td>\n105<\/td>\nJIS L 1098<\/td>\n<\/tr>\n
Tensile strength<\/td>\nN\/5cm<\/td>\nvertical<\/td>\n1180<\/td>\n1570<\/td>\n1040<\/td>\nJIS L 1098<\/td>\n<\/tr>\n
… and upwards<\/td>\nhorizontal<\/td>\n1180<\/td>\n1472<\/td>\n1040<\/td>\n<\/tr>\n
elasticity<\/td>\n%<\/td>\nvertical<\/td>\n17<\/td>\n17.5<\/td>\n20<\/td>\nJIS L 1098<\/td>\n<\/tr>\n
… and upwards<\/td>\nhorizontal<\/td>\n13<\/td>\n14<\/td>\n14<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n\n\n

Note: The above values are measured values, not standard values.<\/p>\n<\/div><\/div>\n<\/div><\/div>\n<\/div><\/div>\n\n\n\n

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Load distribution<\/h4>\n\n\n\n

When spreading out high-quality soil and sand by placing civil engineering sheets on the surface of soft ground, the upper load is evenly distributed by the tensile force of the sheets. Ground stability and trafficability can be secured at the same time. (Hammock effect)<\/p>\n<\/div><\/div>\n<\/div>\n\n\n\n

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Prevention of unequal settling<\/h4>\n\n\n\n

The spreading and unequal settlement of overburden loads are constrained by the restraining layer created between the soft ground and the embankment by the placement of civil engineering sheets. Lateral flow of sludge, etc., can also be restrained. (Push-fill effect)<\/p>\n<\/div><\/div>\n<\/div>\n\n\n\n

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