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External forces are calculated as a "retaining wall" integrated with the soil pressure from the trial rust method and the frictional forces acting between layers. The slope of the slope (retaining wall) is the setback amount of the stairs, making it easy to change the slope and construct curved sections. The flexible structure of the hybrid cell construction allows for the end points to be pressed against the ground throughout the construction process.

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The GeoCell method and Hybrid Cell are registered with the Ministry of Land, Infrastructure, Transport and Tourism as new technology (NETIS) HK-090008-A, and the prices are listed in the "Construction Price." The estimation and work rates are based on the relevant categories in the "Estimation Standards."

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The "3D geocell," which is a three-dimensional shape formed by high-frequency pressure bonding of high-density polyethylene (HDPE) sheets, becomes a new concept structure by "confining" the soil within the cells. The embossed surface of the hybrid cell is the source of the confining force. The hybrid cell structure remains stable for a long time using the same mechanism that stabilizes natural terrain, where plant roots intertwine with the "holes" on the surface.

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Deploy the hybrid cells on the slope, secure them with anchor pins, and fill them with material while compacting. Since the structure supports the sliding force with anchor pins, tensile forces act on the cells. They can be installed following the natural slope of the ground. If the slope is steep and the sliding load is significant, the number of anchors will be increased (density will be higher).

• Other civil engineering works