Experimental Investigation and Visualization of Failure Surfaces in Pipe-Soil Interaction Problems Using PIV Technique

被引:0
作者
Bildik, Selcuk [1 ]
Rogenbuke, Peter [2 ]
Tak, Gizil [1 ]
Tulan, Baran [2 ]
Cinicioglu, Ozer [2 ]
机构
[1] Nisantasi Univ, Dept Civil Engn, Istanbul, Turkiye
[2] Bogazici Univ, Dept Civil Engn, Istanbul, Turkiye
来源
5TH INTERNATIONAL CONFERENCE ON NEW DEVELOPMENTS IN SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, ZM 2022 | 2023年 / 305卷
关键词
Relative density; PIV method; Pipe-soil interaction; Bearing capacity; Failure surface;
D O I
10.1007/978-3-031-20172-1_32
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, the effect of relative density on bearing capacity was investigated for cases in which a pipe is buried within the zone of influence. As a novelty, failure mechanisms are experimentally determined using Particle Image Velocimetry (PIV). Within the scope of the study, six different physical model experiments were carried out for this purpose. In these experiments, the load imposed on the neighboring surficial foundation model and the resulting displacements relationship were also determined. The results suggest density dependency of the distribution of deformations.
引用
收藏
页码:333 / 340
页数:8
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