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Geotechnical Properties of Lacustrine Carbonate Sediment

عنوان مقاله: Geotechnical Properties of Lacustrine Carbonate Sediment
شناسه ملی مقاله: JR_IJE-15-9_003
منتشر شده در Volume ۱۵, Issue ۴, TRANSACTIONS B: Applications در سال 1381
مشخصات نویسندگان مقاله:

Jamshid Sadr Karimi - Geotechnical Engineering, University of Tabriz

خلاصه مقاله:
Results of laboratory tests on specimens produced from subsoil studies were evaluated tocharacterize geotechnical properties of Tabriz Marl. It was concluded that, Tabriz Marl may be considered as a high liquid limit silt or clay (MH & CH). Range of changes of index, physical and mechanical properties of the Tabriz Marl are comparatively vast. Correlation between these properties has been introduced in this paper. A representative specimen was tested for swell potential after compaction and also for thermal and lime treatment effects. Swell percent and pressure as high as ۱۳.۶ % and ۱۰۲۰ kPa were measured and need for treatment was proved. It was shown that with thermal treatment substantial modification only starts as the temperature rises beyond ۳۰۰° C. At ۵۰۰°C the plasticity index and also the swell percent decrease to less than ۵.۰ % and ۱.۰ %, respectively. With lime treatment, plasticity index decreases as the lime content is increased until the lime fixation point is achieved at about ۳ % lime content, beyond which, modification effects are not considerable.Addition of just ۱.۰ % lime to the soil decreased the swell potential to ۵.۰ %. Further results, merits and shortcomings of both treatment methods are introduced during the text.

کلمات کلیدی:
Marl, Swell Potential, Lime Treatment, Thermal treatment

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1415789/