There are two types of L-shaped retaining walls for roads with different loading conditions.
■It is also possible to accommodate products such as angled cutting and short cutting processing. ■There are two types with different upper load conditions.
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basic information
【Design Conditions】 Live Load: Q = 5.0 kN/m² (SL) : Q = 10.0 kN/m² (SL-N) Shear Resistance Angle of Soil: φ = 30° Unit Weight of Soil: γs = 19.0 kN/m³ Unit Weight of Concrete: γc = 24.5 kN/m³ Friction Coefficient: μ = 0.6 Soil Pressure Calculation Method: Trial Wedge Method Embankment Slope: Horizontal Other design conditions, including embankment conditions, will be designed separately.
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Applications/Examples of results
For more details, please refer to the PDF document or feel free to contact us.
CAD data（18）
| Model number | overview | File |
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| sl_0500-1000.dxf |
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| sl_1250-1750.dxf |
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| sl_2000-2500.dxf |
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| sl_sl-n_hyojundanmen.dxf |
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| sl-n_0500-1250.dxf |
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| sl-n_1500-2250.dxf |
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| sl-n_2500-3000.dxf |
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| sl-n_3250-4000.dxf |
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| sl-n_4250-5000.dxf |
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| sl_0500-1000.sfc |
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| sl_1250-1750.sfc |
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| sl_2000-2500.sfc |
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| sl_sl-n_hyojundanmen.sfc |
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| sl-n_0500-1250.sfc |
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| sl-n_1500-2250.sfc |
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| sl-n_2500-3000.sfc |
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| sl-n_3250-4000.sfc |
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| sl-n_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, engage in talent development and fair personnel practices, and cultivate a free and open corporate culture. 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.