شماره ركورد كنفرانس :
3768
عنوان مقاله :
مدل سازي عددي ستون هاي سنگي با بالشتك ماسه اي مسلح با ژئوگريد در خاك هاي رسي
عنوان به زبان ديگر :
Numerical studies on unreinforced and geogrid-reinforced sand bed over stone columns-improved soft clay
پديدآورندگان :
Sarhangi Fard Ilnaz elnaz.sarhangi@gmail.com Tabriz university of technology , Moradi Gholam elnaz.sarhangi@gmail.com Tabriz university of technology , Hajialilou Bonab Masoud hajialilue@tabrizu.ac.ir Tabriz university of technology
كليدواژه :
stone column , sand bed , geogrid
عنوان كنفرانس :
سومين كنفرانس ملي و اولين كنفرانس بين المللي پژوهش هاي كاربردي در مهندسي عمران، معماري و مديريت شهري
چكيده فارسي :
Results from a series of 3D numerical approach have been presented to study unreinforced and geogrid- reinforced sand bed resting on stone columns-improved soft clay. Influences of the thickness of unreinforced as well as geogrid-reinforced sand bed and the number of geogrid reinforcement on the performance of stone columns-improved soft clay bed have also been investigad. The inclution of geogrid layer within sand bed further decreases the settlement of soil and also decreases lateral deformation. Single layer reinforcement with stone columns is very effective to reduce the total settlement and bulging diameter.
چكيده لاتين :
Results from a series of 3D numerical approach have been presented to study unreinforced and geogrid- reinforced sand bed resting on stone columns-improved soft clay. Influences of the thickness of unreinforced as well as geogrid-reinforced sand bed and the number of geogrid reinforcement on the performance of stone columns-improved soft clay bed have also been investigad. The inclution of geogrid layer within sand bed further decreases the settlement of soil and also decreases lateral deformation. Single layer reinforcement with stone columns is very effective to reduce the total settlement and bulging diameter.
