Darbeli Kırmataş Kolonlar® (DKK) ile İyileştirilen Liman Sahasında Alan Yükleme Deneyi İle Oturma Davranışının Gözlemlenmesine İlişkin Vaka Analizi

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Date

2017-11-24

Author

Çetin, Kemal Önder
Öner, Lale

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Within the confines of this paper, a comparative assessment of the estimated and monitored settlements of container port site is presented. The site was improved by Impact Rammed Aggregate Pier® (RAP) System. The main goal of the in-situ soil improvement was defined as to establish a homogeneous rigid crust beneath the foundation. This crust layer is believed to improve soil liquefaction resistance and reduce the settlements under static and seismic loading. Additionally, the differential settlements are to be reduced by improving the foundation soils with rigid RAP elements, installed down to 6.0m-18.0m depths at the site. The site specific performance was monitored by modulus load tests and extensometers, inclinometers, pore pressure transducers installed before the placement of trial embankment. It was concluded that after the installation of RAP elements, the settlement of the site was observed to be uniform, and total and differential settlements were significantly decreased

Subject Keywords

Impact rammed aggregate piers, Stiffness, Trial embankmet, Settlement

URI

https://hdl.handle.net/11511/77063

Conference Name

7. Geoteknik Sempozyumu

Collections

Department of Civil Engineering, Conference / Seminar

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Citation Formats

K. Ö. Çetin and L. Öner, “Darbeli Kırmataş Kolonlar® (DKK) ile İyileştirilen Liman Sahasında Alan Yükleme Deneyi İle Oturma Davranışının Gözlemlenmesine İlişkin Vaka Analizi,” presented at the 7. Geoteknik Sempozyumu, İstanbul, 2017, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/77063.