Pavlos Nomikos

Dr. Pavlos Nomikos

School of Mining and Metallurgical Engineering, Zografou Campus, National Technical University of Athens, 9 Iroon Polytechniou str., GR15773 Athens, Greece

Research Focus & Metrics

Academic Career Length

30Years (1997-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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8 June 2011 in Rock Mechanics and Rock Engineering
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Journal Article
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Pavlos NomikosPavlos Nomikos
Pavlos Nomikos
RRReza Rahmannejad
Reza Rahmannejad
ASAlexandros Sofianos
Alexandros Sofianos

1 July 2014 in Tunnelling and Underground Space Technology
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Journal Article
Closed access
KSKonstantinos Miltiadis Sakkas
Konstantinos Miltiadis Sakkas
DPD. Panias
D. Panias
Pavlos NomikosPavlos Nomikos
Pavlos Nomikos
ASA.I. Sofianos
A.I. Sofianos

1 July 2006 in International Journal of Rock Mechanics and Mining Sciences
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Journal Article
Closed access
ASA.I. Sofianos
A.I. Sofianos
Pavlos NomikosPavlos Nomikos
Pavlos Nomikos

6 February 2012 in Fire and Materials
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Journal Article
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KSKonstantinos Miltiadis Sakkas
Konstantinos Miltiadis Sakkas
Pavlos NomikosPavlos Nomikos
Pavlos Nomikos
ASAlexandros Sofianos
Alexandros Sofianos
DPDimitrios Panias
Dimitrios Panias

17 November 2013 in Waste and Biomass Valorization
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Journal Article
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KSKonstantinos Miltiadis Sakkas
Konstantinos Miltiadis Sakkas
Pavlos NomikosPavlos Nomikos
Pavlos Nomikos
ASAlexandros Sofianos
Alexandros Sofianos
DPDimitrios Panias
Dimitrios Panias

11 September 2015 in Materials
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Journal Article
Open access
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KSKonstantinos Miltiadis Sakkas
Konstantinos Miltiadis Sakkas
ASAlexandros Sofianos
Alexandros Sofianos
Pavlos NomikosPavlos Nomikos
Pavlos Nomikos
DPDimitrios Panias
Dimitrios Panias
The performance of a fire resistant coating for tunnel passive fire protection under successive severe thermal loading is presented. The material falls under the class of potassium based geopolymers (K-geopolymer) and was prepared by mixing ferronickel (FeNi) slag, doped with pure alumina, with a highly alkaline potassium hydroxide aqueous phase. Its performance was assessed by subjecting a concrete slab with a five cm thick K-geopolymer coating layer into successive RijksWaterStaat (RWS) fire incidents. During the first test, the maximum measured temperature in the K-geopolymer/concrete interface was 250 °C, which is 130 °C lower than the RWS test requirement, while, during the second fire test, the maximum temperature was almost 370 °C, which is still lower than the RWS requirement proving the effectiveness of the material as a thermal barrier. In addition, the material retained its structural integrity, during and after the two tests, without showing any mechanical or thermal damages.