|
|
Effect of fly ash and different lengths of polypropylene fibers content on the soft soils
|
|
|
|
|
نویسنده
|
Gümüşer C. ,Şenol A.
|
منبع
|
international journal of civil engineering - 2014 - دوره : 12 - شماره : 2 - صفحه:134 -145
|
چکیده
|
The total coal and lignite consumption of the thermic power plants in turkey is approximately 55 million tons and nearly15 million tons of fly ash is produced. the remarkable increase in the production of fly ash and its disposal in anenvironmentally friendly manner is increasingly becoming a matter of global concern. studies for the utilization of fly ash inturkey are necessary to reduce environmental problems and avoid economical loss caused by the disposal of fly ash. effortsare underway to improve the use of fly ash in several ways, with the geotechnical utilization also forming an important aspectof these efforts. an experimental program was undertaken to investigate the effects of multifilament (mf19average) andfibrillated (f19average) polypropylene fiber on the compaction and strength behavior of ch class soil with fly ash indifferent proportions. the soil samples were prepared at three different percentages of fiber content (i.e. 0.5%, 1% and 1.5%by weight of soil) and two different percentages of fly ash (i.e. 10% and 15% by weight of soil). a series of tests were preparedin optimum moisture content and laboratory unconfined compression strength tests, compaction tests and atterberg limits testwere carried out. the fiber inclusions increased the strength of the fly ash specimens and changed their brittle behavior intoductile behavior.
|
کلیدواژه
|
Fly ash-reinforced soil ,Fiber-reinforced soil ,Polypropylene fibers
|
آدرس
|
Civil Engineering Department, Genaral Directorate oh Highways, Sivas, Turkey, Turkey, Assistant Professor, Civil Engineering Department, Cumhuriyet University, Sivas, Turkey, Turkey
|
پست الکترونیکی
|
senol@cumhuriyet.edu.tr
|
|
|
|
|
|
|
|
|
|
|
|
Authors
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|