IN-SITU LOADING TESTS OF DIAPHRAGM WALL FOUNDATION AND PROPERTY OF ITS BEARING CAPACITY

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  • Maeda Yoshito
    社団法人 土木学会 九州共立大学 工学部土木工学教室
  • Moriyama Yoichi
    日本道路公団 名古屋建設局
  • Kuroe Ichiro
    (株) 大本組・矢作建設工業 (株) JV
  • Sakimoto Junji
    社団法人 土木学会 (株) 大林組 技術研究所土木第1研究室
  • Ito Masato
    社団法人 土木学会 (株) 大林組 技術研究所土木第1研究室

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Other Title
  • 壁基礎の原位置載荷試験とその支持力特性

Abstract

Diaphragm wall foundation is one-wall type foundation of rectangular section without pile cap, and appropriate for neighboring construction because of littleness of excavation volume. Authors have conducted a series of loading tests using full-scale models (vertical: 2, horizontal: 4) for the purpose of establishing reasonable design method on this new type foundation at the site for Dai-ni Tokai Highway viaducts. This paper describes not only the end bearing capacity and skin friction of this foundation based on the results of vertical loading tests but also the useful information on lateral loading capacity of this method obtained from comparing experimental results with the corresponding simulation analyses.

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