CONSTRUCTION METHOD OF REINFORCING EARTH CAST-IN-PLACE WALL

摘要

PROBLEM TO BE SOLVED: To simplify the mutual relation with the adjacent structure having a perpendicular wall face and prevent vegetation on a slope face from growing thickly and secure stability against earthquakes or the like. SOLUTION: A slope face member is laid on the ground and the other end side of a netting structure of which one end side is connected to the slope face member is developed in the direction separating from the slope face member and installed on the ground. Fill is charged in the rear face side of the slope face member and on the upper side of the netting structure and rolled to construct a first soil layer. The slope face member and the netting structure is placed on the first soil layer and the fill is charged and rolled. In this way, the second soil layer and the following layers are constructed upwards in sequence to form a reinforcing soil. A resistance member is embedded to be substantially parallel with the slope face. The other end side of a tensile member of which one side end is connected to the resistance member is projected out of the slope face and connected to a joint member. A wall member covering the slope face of the reinforcing soil is placed to embed the joint member and construct the cast-in-place wall. COPYRIGHT: (C)2003,JPO