有限要素法에 의한 널말뚝벽의 解析 = Studies on Sheet Piles using Finite Element Method

다국어 초록 (Multilingual Abstract)

Anchored sheet piles are widely used as water front structures and earth retaining structures. The soil-structure interaction in this case is complex and this makes the analysis and design of the sheet pile walls complicated. The classic methods to solve the problem analytically are mostly overestimated. Though the elastic beam theories and the general finite element method as SAP are used for it, the results are not estimated in consequence of the construction process.
Here SSCOMP-program, including a little improvement, is used to solve this problem. As a resurt, it showed that the bending moment and the displacement of sheet piles were dependent upon as the flexural rigidity of sheet pile, the location of the anchor, the construction consequence and so on.