Determivation of liquid and plastic limits of soils by the fall-cone test.

Bezirci, Mahmut Hakan


Determinnation of a stress-strain-time relationship for non-linear viscoelastic materials.
Tankut, Tahir Faruk; Department of Civil Engineering (1973)
Determibnation of the flotation characteristics of oxidized coal from Zonguldak coal basin
Sarıkaya, Musa; Özbayoğlu, Gülhan; Department of Mining Engineering (1988)
Stabilization of cohesive soils with fly ash
Savran, Kemal Ziya; Wasti, Yıldız; Department of Civil Engineering (1988)
Dispersion studies in waste stabilization pond of METU waste treatment facilities.
Kurum, Zafer Ergin; Department of Environmental Engineering (1980)
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
M. H. Bezirci, “Determivation of liquid and plastic limits of soils by the fall-cone test.,” Middle East Technical University, 1983.