Modelling of Material and Geometrical Nonlinearities of Footing by a New Non-Linear Macro-Element

被引：0
|
作者：
Khebizi, Mourad [1 ,2 ]
Guenfoud, Hamza [2 ]
Guenfoud, Mohamed [2 ]
机构：
[1] Mentouri Univ Constantine, Dept Civil Engn, Constantine, Algeria
[2] Univ Guelma, Civil Engn & Hydraul Lab, Guelma, Algeria
来源：
RECENT ADVANCES IN GEO-ENVIRONMENTAL ENGINEERING, GEOMECHANICS AND GEOTECHNICS, AND GEOHAZARDS | 2019年
关键词：
Soil-footing; Interaction; Macro-element; Modelling; Non-linear; Material; Geometrical; BEHAVIOR;
D O I：
10.1007/978-3-030-01665-4_74
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
This paper focused on the development of a new non-linear macro-element for the modelling of soil-foundation interaction. Material and geometrical nonlinearities were taken into account in the present macro-element to examine the response of shallow foundations under monotonic and cyclic loads. An application of soil-foundation systems was studied. The results obtained from this application were in very favorable agreement with those obtained through other numerical models in the literature.
引用
收藏
页码：323 / 325
页数：3
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