L-shaped retaining wall for roads
■It is also possible to accommodate products such as angled cutting and short cutting processing. ■There are two types available depending on soil conditions and other factors.
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basic information
【Design Conditions】 Live Load: Q = 10.0 kN/m² Unit Weight of Concrete: γc = 24.5 kN/m³ Friction Coefficient: μ = 0.6 Soil Pressure Calculation Method: Trial Wedge Method Embankment Slope: Horizontal
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Delivery Time
Applications/Examples of results
For more details, please refer to the PDF document or feel free to contact us.
catalog(1)
Download All CatalogsCAD data(34)
Model number | overview | File |
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sl-k_hyojundanmen.dxf |
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sl-k-c2_0400-0700.dxf |
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sl-k-c2_0750-1000.dxf |
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sl-k-c2_1100-1300.dxf |
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sl-k-c2_1400-1700.dxf |
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sl-k-c2_1750-2000.dxf |
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sl-k-c2_2250-3000.dxf |
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sl-k-c2_3250-4000.dxf |
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sl-k-c2_4250-5000.dxf |
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sl-k-c3_0400-0700.dxf |
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sl-k-c3_0750-1000.dxf |
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sl-k-c3_1100-1300.dxf |
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sl-k-c3_1400-1700.dxf |
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sl-k-c3_1750-2000.dxf |
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sl-k-c3_2250-3000.dxf |
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sl-k-c3_3250-4000.dxf |
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sl-k-c3_4250-5000.dxf |
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sl-k_hyojundanmen.sfc |
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sl-k-c2_0400-0700.sfc |
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sl-k-c2_0750-1000.sfc |
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sl-k-c2_1100-1300.sfc |
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sl-k-c2_1400-1700.sfc |
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sl-k-c2_1750-2000.sfc |
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sl-k-c2_2250-3000.sfc |
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sl-k-c2_3250-4000.sfc |
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sl-k-c2_4250-5000.sfc |
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sl-k-c3_0400-0700.sfc |
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sl-k-c3_0750-1000.sfc |
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sl-k-c3_1100-1300.sfc |
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sl-k-c3_1400-1700.sfc |
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sl-k-c3_1750-2000.sfc |
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sl-k-c3_2250-3000.sfc |
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sl-k-c3_3250-4000.sfc |
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sl-k-c3_4250-5000.sfc |
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Company information
Our company, under the belief of contributing to society through the development of social infrastructure, constantly strives for quality improvement and technical advancement. With the conviction that business is about people, we respect humanity and foster a free and open corporate culture through talent development and fair personnel practices. We aim to deepen mutual understanding and trust, working together towards the development of the company and the enhancement of welfare, while concentrating all our efforts on stabilizing and expanding our management foundation.