STABILIZATION OF A FAILED SLOPE WITH PILED STRUCTURES
Neogene aged units of a densely populated region of Western Turkey along the Aegean Sea coastline is susceptible to landslides causing frequent economic loss especially following raining seasons. Several landslides took place in the area covering a narrow band of the coastline between Izmir and Söke...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Pamukkale University
2008-01-01
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| Series: | Pamukkale University Journal of Engineering Sciences |
| Subjects: | |
| Online Access: | http://dergipark.ulakbim.gov.tr/pajes/article/view/5000088920 |
| _version_ | 1797918773205794816 |
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| author | M. Rifat KAHYAOĞLU Gökhan İMANÇLI |
| author_facet | M. Rifat KAHYAOĞLU Gökhan İMANÇLI |
| author_sort | M. Rifat KAHYAOĞLU |
| collection | DOAJ |
| description | Neogene aged units of a densely populated region of Western Turkey along the Aegean Sea coastline is susceptible to landslides causing frequent economic loss especially following raining seasons. Several landslides took place in the area covering a narrow band of the coastline between Izmir and Söke (Aydın). Countermeasures against these relatively small-scale slope failures in the region often involve construction of either reinforced concrete retaining walls or stabilizing piles, which can be easily constructed by local contractors. In this study borings, in-situ and laboratory soil mechanics tests, geophysical and geological investigations have been performed in order to investigate the landslide occurred in the yard of an elementary school in Söke township. The analysis of two rows of piled retaining system constructed to reuse the school building against a potential slides are presented. Three inclinometer measurements have been performed after completion of the bored pile system. It has been concluded that the measured and the calculated displacement values are both small. There is no problem of the built project by means of moments and displacements. |
| first_indexed | 2024-04-10T13:34:33Z |
| format | Article |
| id | doaj.art-89d04266b454428cbbc9e718caa750ed |
| institution | Directory Open Access Journal |
| issn | 1300-7009 2147-5881 |
| language | English |
| last_indexed | 2024-04-10T13:34:33Z |
| publishDate | 2008-01-01 |
| publisher | Pamukkale University |
| record_format | Article |
| series | Pamukkale University Journal of Engineering Sciences |
| spelling | doaj.art-89d04266b454428cbbc9e718caa750ed2023-02-15T16:11:25ZengPamukkale UniversityPamukkale University Journal of Engineering Sciences1300-70092147-58812008-01-0114191995000082989STABILIZATION OF A FAILED SLOPE WITH PILED STRUCTURESM. Rifat KAHYAOĞLUGökhan İMANÇLINeogene aged units of a densely populated region of Western Turkey along the Aegean Sea coastline is susceptible to landslides causing frequent economic loss especially following raining seasons. Several landslides took place in the area covering a narrow band of the coastline between Izmir and Söke (Aydın). Countermeasures against these relatively small-scale slope failures in the region often involve construction of either reinforced concrete retaining walls or stabilizing piles, which can be easily constructed by local contractors. In this study borings, in-situ and laboratory soil mechanics tests, geophysical and geological investigations have been performed in order to investigate the landslide occurred in the yard of an elementary school in Söke township. The analysis of two rows of piled retaining system constructed to reuse the school building against a potential slides are presented. Three inclinometer measurements have been performed after completion of the bored pile system. It has been concluded that the measured and the calculated displacement values are both small. There is no problem of the built project by means of moments and displacements.http://dergipark.ulakbim.gov.tr/pajes/article/view/5000088920Heyelan, Kayma yüzeyinin belirlenmesi, Stabilizasyon amaçlı iksa kazıkları, Çift sıra iksa sistemi. |
| spellingShingle | M. Rifat KAHYAOĞLU Gökhan İMANÇLI STABILIZATION OF A FAILED SLOPE WITH PILED STRUCTURES Pamukkale University Journal of Engineering Sciences Heyelan, Kayma yüzeyinin belirlenmesi, Stabilizasyon amaçlı iksa kazıkları, Çift sıra iksa sistemi. |
| title | STABILIZATION OF A FAILED SLOPE WITH PILED STRUCTURES |
| title_full | STABILIZATION OF A FAILED SLOPE WITH PILED STRUCTURES |
| title_fullStr | STABILIZATION OF A FAILED SLOPE WITH PILED STRUCTURES |
| title_full_unstemmed | STABILIZATION OF A FAILED SLOPE WITH PILED STRUCTURES |
| title_short | STABILIZATION OF A FAILED SLOPE WITH PILED STRUCTURES |
| title_sort | stabilization of a failed slope with piled structures |
| topic | Heyelan, Kayma yüzeyinin belirlenmesi, Stabilizasyon amaçlı iksa kazıkları, Çift sıra iksa sistemi. |
| url | http://dergipark.ulakbim.gov.tr/pajes/article/view/5000088920 |
| work_keys_str_mv | AT mrifatkahyaoglu stabilizationofafailedslopewithpiledstructures AT gokhanimancli stabilizationofafailedslopewithpiledstructures |