Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
A Critical Assessment of Rammed Aggregate Pier Load Test Results
Date
2012-10-19
Author
Kurt Bal, Ece
Çetin, Kemal Önder
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
34
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/92451
Conference Name
10th International Congress on Advances in Civil Engineering
Collections
Department of Civil Engineering, Conference / Seminar
Suggestions
OpenMETU
Core
A Needs Assessment Study of Preperation for KPSS Examination in METU Context
Çalık, Başak; Dönmez, Melek; Engin Demir, Cennet (null; 2016-10-10)
A qualitative and quantitative assesment of soil acidification due to a thermal power plant:a case study
Kılıç, Başak; Soyupak, Selçuk; Department of Environmental Engineering (1992)
A sensitivity study for the second order reliability-based design model of rubble mound breakwaters
Balas, CE; Ergin, Ayşen (2000-03-01)
The reliability-based risk assessment and structural design model (REBAD) (Balas, 1998) introduced in this paper, is a worthwhile tool in the preliminary design of maritime structures which are portrayed by vast failure consequences and significant resource expenditures. REBAD model in which the Second-Order Reliability Method (SORM) is utilized together with a cost-optimization algorithm, is implemented to Mersin yacht harbor which is constructed near the city of Mersin located on the Turkish coast of Medi...
A Comparative study on stability and overtopping performances of reshaping berm breakwaters
Bezazoğlu, Semih; Baykal, Cüneyt; Güler, Işıkhan; Department of Civil Engineering (2016)
Berm type rubble mound breakwaters are preferred by engineers due to their relative advantages in economy and implementation compared to conventional rubble mound breakwaters. In this study, a previously constructed hardly reshaping berm breakwater protecting a filling area used as an airport between Ordu and Giresun cities in the Black Sea Region is compared to several alternative reshaping (partly or fully) models under the same stability and serviceability conditions by physical model experiments. In the...
A Comparative assessment of seismic soil liquefaction triggering relationships
Ilgaç, Makbule; Çetin, Kemal Önder; Department of Civil Engineering (2015)
Starting with 1964 Niigata and Alaska Earthquakes, seismic soil liquefaction behavior has become a major research stream in geotechnical earthquake engineering. Since then, a number of investigators (e.g.: Seed et. al. (1984), Liao et. al. (1988, 1998), Toprak et. al. (1999), Cetin et. al. (2004) and Idriss and Boulanger (2004, 2008, 2012)) introduced deterministic and probabilistic liquefaction triggering assessment methodologies. The scope of this study is to develop an SPT-based seismic soil liquefaction...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
E. Kurt Bal and K. Ö. Çetin, “A Critical Assessment of Rammed Aggregate Pier Load Test Results,” presented at the 10th International Congress on Advances in Civil Engineering, Ankara, Türkiye, 2012, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92451.