scholarly journals Stabilization of recycled base materials with high carbon fly ash

2010 ◽  
Vol 54 (11) ◽  
pp. 878-892 ◽  
Author(s):  
Bora Cetin ◽  
Ahmet H. Aydilek ◽  
Yucel Guney
Keyword(s):  
Fly Ash ◽  
High Carbon ◽  
Base Materials

Trace Elements Leaching from Organic Soils Stabilized with High Carbon Fly Ash

2012 ◽  
Vol 138 (8) ◽  
pp. 968-980 ◽  
Author(s):  
Jacob J. Sauer ◽  
Craig H. Benson ◽  
Ahmet H. Aydilek ◽  
Tuncer B. Edil
Keyword(s):  
Trace Elements ◽  
Fly Ash ◽  
Organic Soils ◽  
High Carbon

Naphthalene and o-Xylene Adsorption onto High Carbon Fly Ash

2011 ◽  
Vol 137 (5) ◽  
pp. 377-387 ◽  
Author(s):  
M. Melih Demirkan ◽  
Ahmet H. Aydilek ◽  
Eric A. Seagren ◽  
James C. Hower
Keyword(s):  
Fly Ash ◽  
High Carbon

Leaching of trace metals from high carbon fly ash stabilized highway base layers

2012 ◽  
Vol 58 ◽  
pp. 8-17 ◽  
Author(s):  
Bora Cetin ◽  
Ahmet H. Aydilek ◽  
Yucel Guney
Keyword(s):  
Fly Ash ◽  
Trace Metals ◽  
High Carbon

Effect of Fly Ash and Lime Treatment on Mechanical and Swell Properties of Dunkirk Dredged Sediments

2011 ◽  
Vol 250-253 ◽  
pp. 755-760
Author(s):  
Dong Xing Wang ◽  
Rachid Zentar ◽  
Nor Edine Abriak ◽  
Wei Ya Xu
Keyword(s):  
Tensile Strength ◽  
Fly Ash ◽  
Base Material ◽  
Lime Treatment ◽  
Dredged Sediments ◽  
Road Base ◽  
Base Materials ◽  
Dredged Materials ◽  
Strength Tests ◽  
Traditional Approaches

Traditional approaches such as ocean dumping and inland deposit are unsatisfactory for the management of dredged sediments, in the context of sustainable development. The solidified sediments with fly ash and lime as road base materials are preferred to conserve land and minimize impact to environment. A series of tests, such as compaction tests, tensile strength tests and swell tests, were performed to explore mechanical and swell properties of Dunkirk dredged materials. The fly ash contributes to the considerable increase in elastic modulus and the small increase in tensile strength in the presence of lime. Then the potential of treated sediments as road base material is evaluated. After immersion in water for 4 days, the addition of fly ash can induce a remarkable increase in swell percents in contrast with the lime-based sediments.

Evaluation of Leaching Protocols for Testing of High-Carbon Coal Fly Ash–Soil Mixtures

2013 ◽  
Vol 139 (5) ◽  
pp. 642-653 ◽  
Author(s):  
Jason Becker ◽  
Ahmet H. Aydilek ◽  
Allen P. Davis ◽  
Eric A. Seagren
Keyword(s):  
Fly Ash ◽  
Coal Fly Ash ◽  
High Carbon ◽  
Soil Mixtures
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