Settlement analysis of an embankment on soft clay in İzmir bay.

1971
Tuğlu, Hikmet

Suggestions

Settlement behaviour of an instrumented embankment on clay.
Kervancıoglu, Özden Beril; Erol, Orhan; Department of Civil Engineering (2002)
Settlement behaviour of concrete faced rockfill dams : a case study
Özkuzukıran, Rıza Savaş; Özkan, M. Yener; Department of Civil Engineering (2005)
In this study settlement behaviour of Kürtün dam, which is the first concrete faced rockfill dam in Turkey, is investigated. Two dimensional plane strain finite element analyses are carried out in order to determine the total stresses and displacements during construction and reservoir filling conditions. Hardening soil model is used in order to represent the non-linear, inelastic and stress dependent behaviour of rockfill material. Material model parameters are selected mainly referring to the previous stu...
Settlement behaviour of a model footing on floating sand columns
Akdogan, M; Erol, O (2001-08-31)
Despite the developments in the theory and experimental methods in the last decades, floating sand/stone column subject is very scarce in the literature and there are still unclear and foregoing arguments about their reinforcing behaviour. To contribute to this subject the load-settlement behaviour of a model square footing reinforced with sand columns having variable lengths on a soft clay soil of finite thickness was investigated through a set-up in the laboratory conditions. Settlement improvements withi...
Settlement behaviour of a model footing on floating sand columns
Akdoğan, Mutlu; Erol, Orhan; Department of Civil Engineering (2001)
Settlement reduction and stress concentration factors in rammed aggregate piers determined from full-scale load tests
Özkeskin, Aslı; Erol, Orhan; Department of Civil Engineering (2004)
Despite the developments in the last decades, field performance information for short aggregate pier improved ground is needed for future design and to develop a better understanding of the performance of the short (floating) aggregate piers. A full-scale field study was performed to investigate the floating aggregate pier behavior in a soft clayey soil. Site investigations included five boreholes and sampling, four CPT soundings, and SPT and laboratory testing. The soil profile consisted of 8m thick compre...
Citation Formats
H. Tuğlu, “Settlement analysis of an embankment on soft clay in İzmir bay.,” Middle East Technical University, 1971.