BEARING CAPACITY AND SETTLEMENT OF SPREAD FOUNDATION UNDER VERTICAL AND HORIZONTAL COMBINED LOAD AFTER REACHING ULTIMATE BEARING CAPACITY

被引：0
|
作者：
Ohtsuka, Shuhei [1 ]
Tamura, Shuji [2 ]
机构：
[1] Taisei Corporation, Tokyo Institute of Technology, Japan
[2] School of Environment and Society, Tokyo Institute of Technology, Japan
来源：
Journal of Structural and Construction Engineering | 2024年 / 89卷 / 822期
关键词：
Failure; (mechanical);
D O I：
10.3130/aijs.89.862
中图分类号：
学科分类号：
摘要：
The aim of this study is to clarify characteristics of bearing capacity and settlement of spread foundation after reaching ultimate bearing capacity under horizontal and vertical combined loads. A formula that can equivalate bearing capacity after reaching ultimate bearing capacity was presented. In addition, the validity of the proposed method was examined by experimental results. These results show that settlement of spread foundation after reaching ultimate bearing capacity is little. © 2024 Architectural Institute of Japan. All rights reserved.
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页码：862 / 868
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