Geotechnical Properties of Palouse Loess Modified with Cement Kiln Dust and Portland Cement

Author(s):  
F. Sariosseiri ◽  
B. Muhunthan
2020 ◽  
Vol 28 (3) ◽  
pp. 3196-3216
Author(s):  
Yassir M. H. Mustafa ◽  
Omar S. Baghabra Al-Amoudi ◽  
Shamsad Ahmad ◽  
Mohammed Maslehuddin ◽  
Muhammad H. Al-Malack

2021 ◽  
Author(s):  
Abbas Al-Hdabi ◽  
Mohammed Al-Jumaili ◽  
Huda Abdulzahra

AbstractCold asphalt emulsion mixtures are produced at ambient temperature and it have several advantages i.e., energy savings, safety and reducing CO2 emission during manufacturing and construction, reduction of adverse environmental impact. Cement kiln dust is a fine powdery substance with appearance similar to Portland cement that is generated as a by-product material of cement manufacturing industry. The aim of this research is addition of cement kiln dust instead of Portland cement as filler in asphalt emulsion mixtures. Cement kiln dust was added with 2, 4, 6, and 8% from total weight of aggregate to improve the mechanical properties and durability of this mixture. The results were very positive and encouraging, due to the improvement of the mechanical properties and durability of the mixtures.


2009 ◽  
Vol 168 (2-3) ◽  
pp. 944-951 ◽  
Author(s):  
Deok Hyun Moon ◽  
Dennis G. Grubb ◽  
Trevor L. Reilly

2011 ◽  
Vol 367 ◽  
pp. 41-47 ◽  
Author(s):  
Agapitus A. Amadi ◽  
Adrian O. Eberemu

Accidental or deliberate operational discharges of organic chemicals or wastes containing organic chemicals induce geochemical reactions with resultant adverse effects on basic geotechnical properties of the soil. To utilize soil materials from such sites for engineering construction or as foundation soil, stabilization must be carried out. In this study, cement kiln dust (CKD) was applied to lateritic soil contaminated with three different types of commonly occurring organic chemicals namely benzene, ethanol and kerosene to evaluate the restoration and improvements in the engineering properties. Contamination was simulated in the laboratory by adding known quantities (2.5, 5, 7.5 and 10%) of each of the chemicals separately to lateritic soil samples and allowed to air dry for 14 days before stabilizing with 10% CKD. Performance was evaluated on Atterberg limits, compaction characteristics, strength properties and hydraulic conductivity of the contaminated soil. Strength and hydraulic conductivity specimens were compacted with British Standard Light (BSL) compactive effort at predetermined optimum moisture content. Results showed that the simultaneous effects of the cementing and pozzolanic action of the CKD rejuvenated the geotechnical properties of the soil, in most cases comparable to the properties at the original pristine condition. Studies on durability and long term competent performance of the stabilized contaminated soil specimens is in progress.


2010 ◽  
Vol 91 (11) ◽  
pp. 2322-2328 ◽  
Author(s):  
In-Ho Yoon ◽  
Deok Hyun Moon ◽  
Kyoung-Woong Kim ◽  
Keun-Young Lee ◽  
Ji-Hoon Lee ◽  
...  

2017 ◽  
Vol 9 (4) ◽  
pp. 749-760 ◽  
Author(s):  
Abdullah A. Al-Homidy ◽  
Mohammed H. Dahim ◽  
Ahmed K. Abd El Aal

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