A stable calculation system for uniform type, sloped type, and surface water shielding in accordance with land improvement "pond maintenance." Automatically calculates and displays the infiltration line based on the shape dimensions of the embankment and water level input.
In accordance with land improvement "pond maintenance," stability calculations for the embankments of ponds and fill dams will be conducted. By inputting the dimensions of the embankment shape without relying on coordinate input methods, coordinate values will be automatically generated. Additionally, it is possible to specify input coordinates for the foundation ground line (10 layers) and the shape of the old embankment during embankment rehabilitation. The infiltration line within the embankment will be automatically calculated and can also be modified. Design cases (such as during rapid water level drop) are set as default, allowing for quick execution of calculations. Calculation reports can also be output in Word format.
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basic information
- The embankment shape can be selected based on the embankment construction method and drain type, with coordinate values necessary for stability calculations automatically generated. - The foundation ground can be set for up to 10 layers based on layer thickness or coordinate input. - For the old embankment section, zone settings for the embankment can be made through coordinate input. - Settings for tensile tearing and never-cut can be applied to the arc sliding surface. - By inputting the water level, the coordinates of the infiltration line are automatically calculated and displayed, with the option for manual modification. Additionally, it is possible to import infiltration line coordinates created in Excel or similar software. - The calculation of the infiltration line for surface water cutoff types can be selected from four types (not considering the infiltration line, calculating as an inclined cutoff type, calculating as a uniform type, and others). - It is possible to set uniform distributed loads or concentrated loads as arbitrary loads on the embankment surface. - Default settings for stability analysis consider four cases (immediately after completion, constant full water level, design flood level, and rapid water level drop), with calculations performed by inputting the water level. - Specification of the arc analysis mesh can be done through coordinate settings or radius specifications. - The position of the minimum safety factor can be checked in the results summary table, and searching for specified safety factors is also possible. - For any coordinate position and embankment surface, standalone calculations can be performed using the trial calculation function. - Calculation reports and cross-sectional views can be printed after confirmation on the preview screen. Additionally, output in Word and DXF formats is possible.
Price information
¥198,000 (HASP method + tax included)
Price range
P3
Delivery Time
P2
Applications/Examples of results
Standards and Specifications Land Improvement Project Planning Design Criteria "Dam Edition" (April 2003) Land Improvement Project Design Guidelines "Pond Maintenance" (May 2015)
Company information
Our company's developed products are the result of collaboration among the "Sales Division," "Development Division," and "Design Division," along with the accumulated achievements of our sponsoring companies. We are engaged in the development of innovative civil engineering design software. No matter how systematized the world becomes, it is people who create and use these systems, and we believe that what emerges from communication between people is what truly matters.
