نوع مقاله : مقاله پژوهشی
نویسندگان
1 تهران، دانشگاه علم و صنعت ایران، دانشکده عمران
2 دانشکده مهندسی عمران، دانشگاه علم و صنعت ایران
3 دانشکده عمران، دانشگاه علم و صنعت ایران
چکیده
کلیدواژهها
موضوعات
عنوان مقاله [English]
نویسندگان [English]
In this research, the lateral earth pressure of standard Firuzkuh sand on a rigid retaining wall by using fourteen physical models built in the Geotechnical Research Center of Iran University of Science and Technology, in the active state of the soil for dry and unsaturated sand conditions, has been investigated. The PIV method was used to measure the deformations of the soil and the results of the deformations were verified with the data was obtained by pressure gauges installed on the retaining wall. The results show the impressive effect of internal sand suction on the lateral pressure of the embankment. It has been shown that the rupture wedge behind the retaining wall has become smaller with the increase of soil suction and the force on the wall has decreased significantly. The displacement of the wall required to reach the active state has been investigated and shows that with increasing soil suction, the displacement required to reach the active state increases.
کلیدواژهها [English]
)