| 摘要 |
Reinforcing elements (5) are placed so that attaching part (6) is linked to module (2) using anchoring bar (7). Each reinforcing element has tractive working part (8) of length L which is always equal or larger than local distance (d) between inner side of wall (1) and potential slip plane (Z3) in plane P. Each reinforcing member is placed so that mobilizing part (9), formed by latticework, is placed inside resistant zone (Z2). Independent claims are also included for (a) the reinforcing member, and for (b) the retaining wall. |
