Experimental Results and Elasto-plastic Analysis of the Vertical Behavior of a Single Model Pile
スポンサーリンク
概要
- 論文の詳細を見る
This paper deals with the vertical behavior of a single model pile in sand in a pressurizing soil tank until the pile-soil system reaches an ultimate state, and presents the comparisons between the results of tests and the elasto-plastic analysis that was proposed by one of the authors. The analysis was based on the finite element method taking account of the elasto-plastic state corresponding to generalized strain in soil elements. On the other hand, the vertical loading tests were performed for three types of the pile model; the pile tip model subjected only to the bearing resistance at pile tip, the pile shaft model subjected only to skin friction and the entire pile model subjected to both types of resistance. As a result, it is found that prediction by the analysis is in fairly good agreement with the results of the tests.
- 社団法人日本建築学会の論文
- 2002-03-20
著者
-
Sahara Mamoru
Building Foundation Engineering Dept. Obayashi Corp. Technical Research Institute
-
Akino Noriyuki
Project Promotion Department, Obayashi Corporation Technical Research Institute
-
Tominaga Koji
Graduate school for International Development and Corporation, Hiroshima Univ.
-
Akino Noriyuki
Project Promotion Department Obayashi Corporation Technical Research Institute
-
Tominaga Koji
Graduate School For International Development And Corporation Hiroshima Univ.