箱形深地基荷载沉降特性研究

IF 1.4 4区 工程技术 Q3 ENGINEERING, CIVIL
Serdar Günay, Özer Çinicioğlu
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引用次数: 0

摘要

对一种新型砂基深基础箱形深基础(BSDF)的荷载沉降及整体性能进行了研究,并与传统桩筏基础(CPRF)进行了比较。物理模型试验也验证了本文提出的数值方法,结果表明该方法是合理的。在本文的范围内,给出了参数化研究的结果,并讨论了优化设计bsdf的设计策略。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation of the Load-settlement Behavior of Box-shaped Deep Foundations
The load-settlement and monolithic behaviors of a new type of deep foundation in sand named Box-Shaped Deep Foundation (BSDF) were studied, and a comparison to Conventional Piled Raft Foundations (CPRF) was made by carrying out extensive numerical analysis. Physical model tests were also conducted to validate the numerical approach presented in this study, and it turned out to be a reasonable agreement. In the scope of this paper, the results of the parametric study are presented, and design strategies for an optimized design of BSDFs are discussed.
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来源期刊
Periodica Polytechnica-Civil Engineering
Periodica Polytechnica-Civil Engineering 工程技术-工程:土木
CiteScore
3.40
自引率
16.70%
发文量
89
审稿时长
12 months
期刊介绍: Periodica Polytechnica Civil Engineering is a peer reviewed scientific journal published by the Faculty of Civil Engineering of the Budapest University of Technology and Economics. It was founded in 1957. Publication frequency: quarterly. Periodica Polytechnica Civil Engineering publishes both research and application oriented papers, in the area of civil engineering. The main scope of the journal is to publish original research articles in the wide field of civil engineering, including geodesy and surveying, construction materials and engineering geology, photogrammetry and geoinformatics, geotechnics, structural engineering, architectural engineering, structural mechanics, highway and railway engineering, hydraulic and water resources engineering, sanitary and environmental engineering, engineering optimisation and history of civil engineering. The journal is abstracted by several international databases, see the main page.
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