ABSTRACT

In this study, the effect of the embedment ratio of the pipe was investigated using the PIV method. The difference in this study compared to the literature is that in the case of the surcharge load, the failure surfaces were determined experimentally depending on the burial depth of the pipe. In addition, the load-displacement relationship was determined by footing load. The stresses on the pipe were measured by using strain gauges placed on the pipe. The results show the ultimate bearing capacity increases with the increasing depth of the pipe from the strip footing. The results of the PIV analysis show that the failure mechanism of the soil is affected by the embedment ratio of the pipe.

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REFERENCES

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 482 - 491

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Published online: Mar 23, 2023

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Selçuk Bildik, Ph.D. [email protected]
1Assistant Professor, Dept. of Civil Engineering, Nisantasi Univ., İstanbul, Turkey. Email: [email protected]
Candaş Öner [email protected]
2Ph.D. Student, Dept. of Civil Engineering, Georgia Institute of Technology, Atlanta, GA. Email: [email protected]
Peter Rogenbuke [email protected]
3M.Sc. Student, Dept. of Civil Engineering, Bogazici Univ., İstanbul, Turkey. Email: [email protected]
4M.Sc. Student, Dept. of Civil Engineering, Nisantasi Univ., İstanbul, Turkey. Email: [email protected]
Baran Tulan [email protected]
5M.Sc. Student, Dept. of Civil Engineering, Bogazici Univ., İstanbul, Turkey. Email: [email protected]
Özer Çinicioğlu, Ph.D. [email protected]
6Associate Professor, Dept. of Civil Engineering, Bogazici Univ., İstanbul, Turkey. Email: [email protected]

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