Stabilization of expansive soils with C/F type fly ash and sand.

Download
2001
Türker, Devrim

Suggestions

Stabilization of cohesive soils with fly ash
Savran, Kemal Ziya; Wasti, Yıldız; Department of Civil Engineering (1988)
Stabilization of expansive soils by Çayırhan fly ash and desulphogypsum
Çetiner, Sertan Işık; Çokça, Erdal; Department of Civil Engineering (2004)
Expansive soils are one of the most serious problems which the foundation engineer faces. Several attempts are being made to control the swell-shrink behavior of these soils. One of the most effective and economical methods is to use chemical additives. Fly ash and desulphogypsum, both of which are by-products of coal burning thermal power plants, are accumulating in large quantities all over the world and pose serious environmental problems. In this study, the expansive soil was stabilized using the fly as...
Stabilization of expansive soils using Bigadiç zeolite (boron by-product)
Demirbaş, Güneş; Çokça, Erdal; Department of Civil Engineering (2009)
Expansive soils are a worldwide problem that poses several challenges for civil engineers. Such soils swell when given an access to water and shrink when they dry out. The most common and economical method for stabilizing these soils is using admixtures that prevent volume changes. In this study the effect of using Bigadic zeolite (boron by-product) in reducing the swelling potential is examined. The expansive soil is prepared in the laboratory by mixturing kaolinite and bentonite. Bigadic zeolite (boron by...
Stabilization of expansive soils using waste marble dust
Başer, Onur; Çokça, Erdal; Department of Civil Engineering (2009)
Expansive soils occurring in arid and semi-arid climate regions of the world cause serious problems on civil engineering structures. Such soils swell when given an access to water and shrink when they dry out. Several attempts are being made to control the swell-shrink behavior of these soils. Soil stabilization using chemical admixtures is the oldest and most widespread method of ground improvement. In this study, waste limestone dust and waste dolomitic marble dust, by-products of marble industry, were us...
Stabilization of Expansive Soils by Using Aggregate Waste, Rock Powder and Lime
Yeşilbaş, Gülşah; Çokça, Erdal; Department of Civil Engineering (2004)
Expansive soils are a worldwide problem that poses several challenges for civil engineers. Such soils swell when given an access to water and shrink when they dry out. The most common and economical method for stabilizing these soils is using admixtures that prevent volume changes. In this study the effect of using rock powder and aggregate waste with lime in reducing the swelling potential is examined. The expansive soil used in this study is prepared in the laboratory by mixturing kaolinite and bentonite....
Citation Formats
D. Türker, “Stabilization of expansive soils with C/F type fly ash and sand.,” Middle East Technical University, 2001.