Effects of Amount of Clay on Undrained Behavior of clayey sands Under Isotropic Consolidation compression Stresses by means of undrained monotonic triaxial tests.
عنوان مقاله: Effects of Amount of Clay on Undrained Behavior of clayey sands Under Isotropic Consolidation compression Stresses by means of undrained monotonic triaxial tests.
شناسه ملی مقاله: ICGESM04_121
منتشر شده در چهارمین همایش بین المللی مهندسی ژئوتکنیک و مکانیک خاک ایران در سال 1389
شناسه ملی مقاله: ICGESM04_121
منتشر شده در چهارمین همایش بین المللی مهندسی ژئوتکنیک و مکانیک خاک ایران در سال 1389
مشخصات نویسندگان مقاله:
M. Dargahi - Postgraduate Student of Geotechnical Eng., Faculty of Civil Engineering, University of Tehran
A. Ghalandarzedeh - Assistant Professor, Faculty of Civil Engineering, University of Tehran, Iran.
خلاصه مقاله:
M. Dargahi - Postgraduate Student of Geotechnical Eng., Faculty of Civil Engineering, University of Tehran
A. Ghalandarzedeh - Assistant Professor, Faculty of Civil Engineering, University of Tehran, Iran.
The effects of the amount of clay on the undrained behaviour of clayey sands under undrained compression monotonic tests are presented in this paper. A series of undrained triaxial tests were performed on Firoozkuh sand with various clay contents (Kaolinit with PI=12) under isotropic consolidation stress in order to investigate the undrained behaviour of clayey sands. The sand specimens had clay contents ranging from 0% to 30%. It was observed that the strength of specimens, in compression tests, decreases by increasing the clay content up to 30%.
کلمات کلیدی: firoozkooh sand, monotonic triaxial test, isotropic consolidation stress ,clay,undrained behaviour
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/94322/