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A FULL SCALE MODEL TEST OF GEOGRID REINFORCED SOIL WALL FOR ESTABLISHMENT OF IT’S MAINTENANCE METHOD
SEISMIC PERFORMANCE OF BACK-TO-BACK GEOTEXTILE REINFORCED SOIL WALL CONSTITUTED BY DOUBLE FACING STRUCTURE
ROCK-FALL PROTECTION WALL USING REINFORCED SOIL STRUCTURE AFFECTED BY THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE
STUDY ON A TECHNOLOGY DEVELOPPED TO RESTORE ROAD EMBANKMENT DAMAGED IN NATURAL DISASTERS USING GEOSYNTHETICS
REDUCTION OF FROST HEAVE DEPTH USING COMPOST FOR GEOTEXTILE REINFORCED EARTH WALLS
THE FRICTION CHARACTERISTIC BETWEEN LIGHTWEIGHT EMBANKMENT MATERIALS WITH MIXING FOARMED SCRAP GLASS AND GEOGRID
STUDY ON NEW RESTORED TECHNOLOGY FOR LARGE-SCALE SEDIMENT DISASTER
REINFORCEMENT METHOD WITH SENSORS OF RESTORATION OF THE NOTO HANTO EARTHQUAKE
The friction characteristic between lightweight soil materials with mixing foamed scrap glass and application on the reinforced soils.
Trial construction of arching structure by using large-sized soilbags
Soil bag has been confirmed to perform excellently due to the restriction effect of the geosynthetics (of the bag material). From this fact, it comes to an idea if any arch structure could be built… Expand