CRITICAL STATE BEHAVIOR OF AN UNSATURATED SILTY SAND
عنوان مقاله: CRITICAL STATE BEHAVIOR OF AN UNSATURATED SILTY SAND
شناسه ملی مقاله: SEE06_401
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
شناسه ملی مقاله: SEE06_401
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:
m Maleki - associate professor department of civil engineering bualisin university hamedan
m Bayat - MSc student department of civil engineering bualisin university hamedan
خلاصه مقاله:
m Maleki - associate professor department of civil engineering bualisin university hamedan
m Bayat - MSc student department of civil engineering bualisin university hamedan
Critical state models for unsaturated soils have been proposed in recent years however the proposed models have been based on limited experimental data. In this paper a laboratory study for verifying influence of matric suction on the shear strength and mechanical behavior of a silty sand is presented . for thiw purpose a set of triaxial tests in saturated and unsaturated conditions have been carried out with the aim of considering the sucion effect and its chanes during fast rate of loading such as earthquake.
کلمات کلیدی: unsaturated soil, critical state, suction , volume change , constant water content triaxial test
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/115337/