F. Tatsuoka et al., GEOSYNTHETIC-REINFORCED SOIL RETAINING WALLS AS IMPORTANT PERMANENT STRUCTURES - 1996-1997 MERCER-LECTURE, Geosynthetics international, 4(2), 1997, pp. 81-136
During the past decade, more than 26 km of geosynthetic-reinforced soi
l retaining walls (GRS-RWs) with full-height rigid (FHR) facings were
constructed in Japan as important permanent structures mainly for rail
ways and occasionally for highways. These include retaining walls for
embankments, bridge abutments, a wall backfilled with a nearly saturat
ed clay constructed on a thick soft clay deposit, a wall that survived
a very severe earthquake, and walls constructed to support bullet tra
in tracks. The full-height rigid facings are cast in place using stage
d construction procedures. A new method of stiffening reinforced soil
by vertical preloading and prestressing is also described.