Assessment of liquefaction-induced foundation soil deformations

Date

2010-05-29

Author

Çetin, Kemal Önder
Bilge, Habib Tolga

Metadata

Show full item record

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Item Usage Stats

124
views

0
downloads

URI

https://hdl.handle.net/11511/92256

Conference Name

Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium in Honor of Profesor I.M. Idriss

Collections

Department of Civil Engineering, Conference / Seminar

Suggestions

OpenMETU
Core

Assessment of kinematic rock slope failures in Mudurnu Valley, Turkey Arslan Kelam, Arzu; Akgün, Haluk (2021-09-06) Slope instabilities are one of the most frequent natural hazards capable of causing severe failures both at regional and large scales. Mudurnu, which is settled on a steep valley, is affected by regional rock slope instabilities. These instabilities constitute a hazard and create an important risk to the community since they threaten human lives, settlement areas, and historically-important structures. In order to minimize the hazard and risk associated with slope instabilities, rock masses along the valley...
Assessment of damage zone thickness and wall convergence for tunnels excavated in strain-softening rock masses Satici, Ozguer; Topal, Tamer (2021-02-01) There are two fundamental issues in all underground excavations, which are safety and economy. To ensure safety and expedite excavations, level of tunnel wall convergences and damage zone thickness should be predicted before the excavation starts, should be determined accurately, and monitored during the excavation by the tunnel designer. However, accurate prediction of these two parameters is difficult unless in-situ stress and deformation measurement tools are used. In this study, damage zone thickness an...
Assessment of rockfall hazard around Afyon Castle, Turkey Topal, Tamer; Ozden, Utku Ahmet (2007-09-01) The Afyon Castle is a tourist destination and a historical site in the City of Afyon in Turkey. The Castle is located on a steep hill, with a height of 226 m. In close proximity to the Castle there are settlements. The hill consists of trachitic andesite. The rock contains columnar joints and flow layering. Owing to these discontinuities, blocks of varying sizes had fallen down. The settlement areas near the Castle are now in danger because of the rockfall risk. In this study, rockfall analysis was carried ...
Assessment of seismically-induced reconsolidation settlements for saturated sandy soils Bilge, Habib Tolga; Çetin, Kemal Önder (2012-05-30)
Assessment of deformation modulus of weak rock masses from pressuremeter tests and seismic surveys IŞIK, Nihat Sinan; Doyuran, Vedat; ULUSAY, REŞAT (Springer Science and Business Media LLC, 2008-08-01) The deformation modulus of intact rock can be determined through standardized laboratory tests for heavily jointed rock masses but this is very difficult, while in situ tests are time-consuming and expensive. In this study, the deformation modulus of selected heavily jointed, sheared and/or blocky, weathered, weak greywacke, andesite and claystone were assessed, based on pressuremeter tests, geo-engineering characterization and seismic surveys. Empirical equations based on GSI and RMR values are proposed to...

Citation Formats

K. Ö. Çetin and H. T. Bilge, “Assessment of liquefaction-induced foundation soil deformations,” presented at the Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium in Honor of Profesor I.M. Idriss, California, Amerika Birleşik Devletleri, 2010, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92256.