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Geotechnical and mineralogical properties of konyaalti (Antalya, Turkey) clays
Joint Authors
Acar, Mustafa Hilmi
Uzer, Ali Ulvi
Atunsoi, Mehmet
Source
The Arabian Journal for Science and Engineering. Section B, Engineering
Issue
Vol. 33, Issue 1B (30 Apr. 2008), pp.31-43, 13 p.
Publisher
King Fahd University of Petroleum and Minerals
Publication Date
2008-04-30
Country of Publication
Saudi Arabia
No. of Pages
13
Main Subjects
Topics
Abstract AR
يعنى هذا البحث بالدراسة الميدانية و المخبرية للصلصال الأزرق - الأخضر المتواجد في منقطة قوتيا - أنتاليا (تركيا), لا سيما أن عمليات البناء في هذه المنطقة لا تهتم بالدراسات الجيولوجية التقنية لمواد البناء المستخدمة لمواد البناء المستخدمة.
و قد استخدمنا في هذه الدراسة عينات مختلفة حصلنا عليها من حفرة تبعد 1.5 متر على عمق 30 مترا.
و استخدمنا عينات اسطوانية لتمديد النمط الجيولوجي و الخواص التقنية الجيولوجية, و عند مقارنة الدراسات المخبرية و الميدانية و الميدانية وجدنا توافقا كبيرا بين نتائج الانضغاط و القوة للتربة قيد الدراسة.
كما قمنا بتحليل و تمديد المحتوى الصخري لعينات حصلنا عليها من أعماق مختلفة, و قمنا بتحليل إحدى عشرة عينة باستخدام الأشعة السينية (XDR).
و قد وجدنا أن قوة الانضغاط غير المحصورة (qu) و التماسك غير القسري (Cu) و معامل الانضغاط (Cc) تتغير بين 40.0-144.12kN/m2 و 7.0kN/m2 و90kN/m2 و 0.095 - 0.38 على التوالي.
Abstract EN
Geotechnical and mineralogical characteristics of blue–green clays of the Harbour District existing inside the boundaries of Antalya Konyaaltı Municipality were investigated with comprehensive field and laboratory tests.
Today, building construction in this district is being carried out without any prior qualified geotechnical investigations taking place.
Undisturbed and disturbed soil specimens were taken from 12 drilled boreholes at 1.5 m intervals and down 30 m deep.
Shelby tubes samples were retrieved and SPT were carried out in order to determine soil profile and geotechnical properties.
After comparing the laboratory and field test results, it was observed that they were in agreement.
Strength and compressibility characteristics of the soil were defined with the correlations using laboratory and field test results.
Since the region has been formed of lagoon–sedimented clays, Rock analyses were done on the two specimens achieved from various depths along the soil profile.
XRD analyses on eleven specimens were also conducted.
Unconfined compressive strenght (qu), undrained cohesion (Cu) and compression index (Cc) varies between 40 kN/m2 and 144.2 kN/m2, 7.0 kN/m2 and 90 kN/m2, 0.095, and 0.38, respectively.
American Psychological Association (APA)
Acar, Mustafa Hilmi& Uzer, Ali Ulvi& Atunsoi, Mehmet. 2008. Geotechnical and mineralogical properties of konyaalti (Antalya, Turkey) clays. The Arabian Journal for Science and Engineering. Section B, Engineering،Vol. 33, no. 1B, pp.31-43.
https://search.emarefa.net/detail/BIM-358894
Modern Language Association (MLA)
Acar, Mustafa Hilmi…[et al.]. Geotechnical and mineralogical properties of konyaalti (Antalya, Turkey) clays. The Arabian Journal for Science and Engineering. Section B, Engineering Vol. 33, no. 1B (Apr. 2008), pp.31-43.
https://search.emarefa.net/detail/BIM-358894
American Medical Association (AMA)
Acar, Mustafa Hilmi& Uzer, Ali Ulvi& Atunsoi, Mehmet. Geotechnical and mineralogical properties of konyaalti (Antalya, Turkey) clays. The Arabian Journal for Science and Engineering. Section B, Engineering. 2008. Vol. 33, no. 1B, pp.31-43.
https://search.emarefa.net/detail/BIM-358894
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 43
Record ID
BIM-358894