| 摘要 |
PURPOSE: A self-supporting type reinforcement soil block installation method for excavated ground is provided to apply to a construction site which is non-applicable for an earth anchor and nailing due to obstructions such as properties. CONSTITUTION: A self-supporting type reinforcement soil block installation method for excavated ground comprises the following steps: embedding a pile into a bottom surface between a slope and the ground(S10); pouring foundation concrete to the bottom surface with embedded piles(S20); installing a reinforced soil block partly on the top of the foundation concrete by laminating(S30); installing a first drainage layer on the top of the foundation concrete positioned in between the side and slope of the reinforced soil block(S40); pouring concrete on the top of the first drainage layer positioned in between the side and slope of the reinforced soil block(S50); installing a second drainage layer on the top of the foundation concrete positioned in between the side and slope of the reinforced soil block(S60); and backfilling the remaining space positioned in between the side and slope of the reinforced soil block(S70). [Reference numerals] (S10) Install a pile; (S20) Pour foundation concrete; (S30) Install a reinforcement soil block; (S40) Install a first drainage layer; (S50) Pour concrete; (S60) Install a second drainage layer; (S70) Backfill |
