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NTIS 바로가기한국도로학회논문집 = International journal of highway engineering, v.11 no.1 = no.39, 2009년, pp.195 - 201
김성희 (미국 Southern Polytechnic State University 공과대학 건설공학과)
In this paper, the critical strains for pavement design were calculated from both Layered Elastic Program (LEP) and Finite Element Method (FEM) and the case studies which give similar critical responses were compared. Although FEM has been realized as a superior model, LEP is more favorable to pavem...
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