It is possible to suppress shallow layer improvement strength and prevent cracks! Examples of construction are also introduced with photos.
When the safety factor for sliding of unreinforced fill is Fs < 1.0, it is possible to achieve Fs ≈ 1.0 using shallow improvement methods, and by supplementing the insufficient restraining force with para-links, the strength of the shallow improvement can be controlled, allowing for a reduction in overall costs. Additionally, by laying para-links beneath the shallow improvement body, it is also possible to prevent cracks that may occur in the shallow improvement body. 【Construction Procedure】 ■ Excavation: Improves workability by using slopes (heavy machinery can operate) ■ Installation of reinforcement materials: Also improves trafficability ■ Mixing, spreading, and compacting of improvement materials *For more details, please refer to the PDF materials or feel free to contact us.
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For more details, please refer to the PDF document or feel free to contact us.
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【Construction Example】 ■Kyushu Regional Development Bureau Fukuoka National Highway Office Ariake Sea Coastal Road *For more details, please refer to the PDF document or feel free to contact us.
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[Construction Example] Kyushu Regional Development Bureau Fukuoka National Highway Office Ariake Sea Coastal Road Net Laying Work
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"Simple is Best - Always question the truth and add even a little value." This is our mission. Through collaboration with the rapidly growing Macaferri (Italy) and its subsidiary Linear Composites (UK), which joined in June 2006, we aim to tackle challenges such as the development of geosynthetic parapets for soft ground stabilization measures and seismic design issues like liquefaction deformation suppression. We will continue to learn from everyone's wisdom and innovate daily.
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