Browsing BCCCE 2011 by Issue Date

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Browsing BCCCE 2011 by Issue Date

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  • Shear Strength Properties of Organic Soil with Sand Column 
    Fatih Celik; University of Gaziantep; Hanifi Canakci; University of Gaziantep (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    This paper discusses the results of a series of direct shear test that were undertaken toinvestigate the behaviour of organic soil with granular soil column. The tests focused oneffect of diameter of granular column in ...
  • The Effects Of The Urea On Cold Weather Strength Gaining Of Fresh Concrete 
    Ramazan Demirboga; Ataturk University; Fatma Karagol; Ataturk University; Riza Polat; Ataturk University; Mehmet Akif Kaygusuz; Ataturk University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Common methods of concrete placing in freeze and cold weather have not beenchanged for ages. The methods are heating materials, melting ice and curing fresh concrete byinsulation devices and applying heating systems until ...
  • Size And High Temperature Effects On The Compressive Strength Of Self Compacting Concretes 
    Okan Karahan; Ryerson University; Erdogan Ozbay; Erciyes University; Cengiz Duran Atis; Erciyes University; Anwar Hossain; Ryerson University; Mohamed Lachemi; Ryerson University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The compressive strength behavior of concrete is one of the fundamental parameters of structural design as most load-bearing concrete elements, such as beams, columns and slabs. However, it was known that compressive ...
  • Experimental Investigation of the Dip Effect in Rectangular Channel 
    Mehmet Ardiclioglu; Epoka University; Jose Carlos de Araujo; Donald W. Knight; University of Birmingham (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Two different data sets (LDA, propeller) were used to observe the occurrence of the dip effectin rectangular open channel flow for aspect ratios 1.5  B/H  12. The measured andcalculated velocity distributions ...
  • A Study About Effect Of Soil Model On Slope Under Vibration Load 
    Hamza Gullu; University of Gaziantep; Hanifi Canakci; University of Gaziantep; Recep Iyisan; Istanbul Technical University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    This paper presents the effect of soil material model on slope under vibration loading. Ahard consistency clay is assumed within an example slope profile with the height of 10m andangle 25 for the evaluations. The linear ...
  • Development of hydropower energy in two adjacent basins (northeast of turkey) 
    Adem Akpinar; Gumushane University; Murat Ihsan Komurcu; Karadeniz Technical University; Murat Kankal; Karadeniz Technical University; Hizir Onsoy; Karadeniz Technical University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The main objective in doing the present study is to investigate the sustainable development ofhydropower plants in two adjacent basins being located in northeast of Turkey, which are the Coruhriver basin being the least ...
  • Liquefaction Probabilities Of Semani Area, In Albania Corresponding To Different Levels Of Safety 
    Shkelqim Daja; Polytechnic University of Tirana; Neritan Shkodrani; Polytechnic University of Tirana; Besnik Ago; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this paper the liquefaction potential of Quaternary soft non-cohesive soils at Semanisite, Fier prefecture in Albania has been assessed.The liquefaction analyses have been computed considering the hazard levelcorresponding ...
  • Seismic Design Of Tunnels In Fault Zones 
    Ervin Paci; Polytechnic University of Tirana; Alma Afezolli; Polytechnic University of Tirana; Arben Dervishaj; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The tunnels due to their restrictions as a infrastructure work often overpass very disturbed tectonic zones. In those zones due to overthrust geological processes the rockquality are extremely poor in one side, and changes ...
  • Construction of Student Hostels at the Beginning of 21ST Century1 
    Nikola Cekic; University in Nis; Olivera Ilic; University in Nis; Aleksandar Jovanovic; University in Nis (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The topical issue of academic population housing at the beginning of the 21st century, especially in the Balkan area is focused on the more rational urbarchitectonic, functional organization of characteristic floor plan ...
  • Determination Of Car Moving Resistance Using Double Coast-Down Deceleration Method 
    Dhimiter Sotja; Polytechnical University of Tirana; Enkelejda Sotja; Polytechnical University of Tirana; Shkelqim Gjevori; 3Albanian Transport Institute; Koci Doraci; Polytechnical University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this paper is proposed the measuring of car deceleration, while the vehicle has beenforced to coastdown, in two different loads (partially and fully loaded). Two equations ofmotion are used (considering load effect) to ...
  • Rehabilitation Works Of The Existing Asphalt Pavement And Connecting The Existing Asphalt Pavement With The Newly Constructed Pavement, Motorway E-75, Section Tabanovce - Kumanovo From Km 0+764.70 To Km 8+388.43, Part Of The Corridor X 
    Lj. Dimitrievski; D. Ilievski; E. Gashi; University ofPrishtina; S. Zivadinovic (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    The Corridor X is part of the pan-European network of corridors. The starting point of the corridor is in Salzburg, Austria and the end point is in Thessaloniki, Greece. The corridor passes through Austria, Slovenia, ...
  • Assessment Of The Seismoactive Layers And Features Of The Albanian Earth's Crust. 
    Rrapo Ormeni; Polytechnic University, Institute of Geosciences; Viktor Doda; Polytechnic University, Institute of Geosciences; Fatmir Gumeni; Planetary University; Gjon Kaza; Polytechnic University, Institute of Geosciences (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Accurate assessment of seismoactive layers represents large interests for recognition of real depth of seismic energy generation.The database of this study are relocated earthquakes of period 2001-2010 that are in considerable ...
  • The Assessment Of Slopes Stability With Probability Methods 
    Veronika Hajdari; Polytechnic University of Tirana; Luisa Dhimitri; Polytechnic University of Tirana; Redi Muci; Polytechnic University of Tirana; Alketa Ndoj; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    This paper aims to deal with the assessment of the stability of slopes, taking inconsideration several methods for analysis:- the limit equilibrium methods such as the Infinitive Slope method, Bishop's simplifiedmethod ...
  • Planning of interurban travel through modeling 
    Shkelqim GJEVORI; Ministry of Public of Works and Transport. Institute of Transport; Dhimiter SOTJA; Polytechnical University of Tirana; Gjergji SHQAU; Aleksander Xhuvani University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    For a more harmonious development between economy and transport and for a close relationsupply and demand for travel, proper scientific studies should be conducted to determine operational instruments for resolving the ...
  • Shear Stress Distributions along the Cross Section in Smooth Open Channel Flow 
    Mehmet Ardiclioglu; Epoka University; M. Salih Kirkgoz; Cukurova University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Distributions of shear stress throughout the entire cross-section within the fully developedboundary layer region in a smooth and rectangular open channel flow setup areexperimentally determined with the help of a laser ...
  • An Application Of The Aftershock Probability Evaluation Methods For Recent Albania Earthquakes Based On Gutenberg-Richter And Modified Omori Models 
    Rrapo Ormeni; Institute of Geosciences, Polytechnic University of Tirana; Serkan Ozturk; Gumushane University; Neritan Shkodrani; Polytechnic University of Tirana; Shkelqim Daja; Polytechnic University of Tirana (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this study, an assessment on the aftershock occurrence probability based on the combination of Gutenberg-Richter and modified Omori formulae is made in order to forecast how many large aftershocks should follow small ...
  • Double Decomposition Method for the Solution of Sediment Wave Equation 
    Gokmen Tayfur; Izmir Institute of Technology (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Transient sediment waves are solved by the double decomposition (DD) method. The method solves the parabolic partial differential equation by decomposing the solution function into summation of M number of components. The ...
  • Influence of Microcracking on the Transport Properties of Engineered Cementitious Composites 
    Mustafa Sahmaran; Gaziantep University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    Durability of concrete structures is one of the most significant problems currently facingthe engineering community. The use of High Performance Fiber Reinforced CementitiousComposites (HPFRCC) may greatly enhance the ...
  • Interface Friction Between Organic Soil and Construction Materials 
    Hanifi Canakci; University of Gaziantep; H.Erdem Yavuz; University of Gaziantep; Fatih Celik; University of Gaziantep; Hamza Gullu; University of Gaziantep (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    In this study, interface frictional resistance between organic soil and some of construction material was investigated. Construction materials used in this work are concrete,metal, and wood. Interface friction angle were ...
  • Development of Statistical Model, Mixture Design, Fresh and Hardened Properties of Furnace Slag - Lightweight Self Consolidating Concrete (FS-LWSCC) 
    Abdurrahmaan Lotfy; Ryerson University; Mohamed Lachemi; Ryerson University; Anwar Hossain; Ryerson University; Erdogan Ozbay; Mustafa Kemal University (International Balkans Conference on Challenges of Civil Engineering, 2013-07-15)
    A response surface method was carried out to model the influence of key mixtureparameters on properties affecting the performance of Expended Furnace Slag - LightweightSelf Consolidating Concrete (FS-LWSCC). Three key ...

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