PERFORMANCE OF A FRICTION PILE-BOX FOUNDATION IN MEXICO CITY CLAY

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概要

• 論文の詳細を見る

• The prototype of a friction pile-box foundation, one of the supports of an urban bridge, was instrumented in order to learn more about the performance of this usual type of foundation in the difficult soft clayey soils of Mexico City. Load-transfer mechanisms that develop at pile-soil and slab-soil interfaces during construction stage and the beginning of bridge operation are discussed in this paper, taking into account the measured applied loads on friction piles, pressure distribution at the raft-soil interface, piezometric heads in the subsoil water, and the foundation movements.

• 社団法人地盤工学会の論文
• 1998-12-15

著者

• Mendoza Manuel

  Research Professor Geotechnical Department Institute Of Engineering Unam Apdo. Postal 70-472 04510 M

• Romo Miguel

  Geotechnical Department Institute Of Engineering

• MENDOZA MANUEL

  Geotechnical Department, Institute of Engineering ; National Disaster Prevention Center

関連論文

• メキシコシティ粘土に設置された摩擦杭からなる杭 : ボックス系基礎の静的および地震時挙動(『地盤工学会論文報告集』Vol.40,No.4 (2000年8月発行)掲載論文の概要)
• STATIC AND SEISMIC BEHAVIOR OF A FRICTION PILE-BOX FOUNDATION IN MEXICO CITY CLAY
• PERFORMANCE OF A FRICTION PILE-BOX FOUNDATION IN MEXICO CITY CLAY

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