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黃忠鉉 건국대학교 공과대학연구소 1975 工大硏究報 Vol.5 No.-
The collaspe of masonry wall is mainly due to the deficiency of stability. And so the use is limited partially. For the purpose of increasing the stability the new design method applied the principle of Reinforced Earth is studied. The structure of Reinforced Earth masonry wall if designed as the structure of conventional masonry wall except that the thin elongated ties made of materials with high tensile strength are jointed to the wall and beded with proper space in bakfill soil. Some small scale model wall is constructed and tested and the economy study is carried out. The experimantal test results are supplied understandings on the behavior or Reinforced Earth masonry wall.