IKPIR: Bibliography: COBISS-ID: 217002

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UNIVERSITY OF LJUBLJANA
Faculty for Civil and Geodetic Engineering
The Institute of Structural Engineering, Earthquake Engineering and Construction IT

I K P I R

30 years of IKPIR: 1971 - 2001

Ljubljana,

IKPIR: BIBLIOGRAPHY: COBISS-ID: 217002


IKPIR Atuhor:	Boštjan Brank // 3.07 Expert opinion, arbitration decision, review Tatjana Isaković // 1.03 Preliminary communication Matej Fischinger // 1.03 Preliminary communication Peter Fajfar // 1.05 Popular article Žiga Turk // 1.08 Published scientific conference paper Vladimir Gumilar // 3.07 Expert opinion, arbitration decision, review Janez Duhovnik // 2.12 Report on development project Peter Fajfar // NERAZPOREJENO Damjan Marušić // 1.08 Published scientific conference paper Peter Fajfar // 1.08 Published scientific conference paper Matevž Dolenc // 2.20 Other monographs and other completed works Iztok Kovačič // 4.11 Janez Duhovnik // 4.02 Frano Damjanić // 1.08 Published scientific conference paper // 1.08 Published scientific conference paper Vladimir Gumilar // 2.09 Master's thesis Janez Reflak // 4.02 Janez Duhovnik // 4.62 Frano Damjanić // 1.01 Original scientific article // 1.01 Original scientific article Boštjan Brank // 1.12 Published scientific conference paper abstract Vladimir Gumilar // 1.04 Professional article Žiga Turk // 3.04 Software Žiga Turk // 1.02 Review article IZTOK PERUŠ // 2.12 Report on development project Janez Lapajne // 2.12 Report on development project Peter Fajfar // 2.12 Report on development project Matej Fischinger // 2.12 Report on development project Vojko Kilar // 1.08 Published scientific conference paper Peter Fajfar // 1.02 Review article Frano Damjanić // 1.08 Published scientific conference paper Janez Reflak // 2.13 Elaboration, preliminary study, study Iztok Kovačič // 2.13 Elaboration, preliminary study, study Janez Lapajne // 1.04 Professional article Peter Fajfar // 4.02 Matej Fischinger // 2.20 Other monographs and other completed works Peter Fajfar // 1.01 Original scientific article Janez Lapajne // NERAZPOREJENO Janez Lapajne // NERAZPOREJENO Vojko Kilar // 1.08 Published scientific conference paper Vojko Kilar // 2.14 Project documentation (outline scheme, working project) Janez Lapajne // 2.12 Report on development project Peter Fajfar // 2.12 Report on development project Dušica Drobnič // 1.06 Published invited scientific conference paper Peter Fajfar // 1.06 Published invited scientific conference paper Matjaž Dolšek // 3.06 Elaboration, preliminary study, study Peter Fajfar // 3.06 Elaboration, preliminary study, study Matej Fischinger // NERAZPOREJENO Frano Damjanić // 3.01 Patent application Žiga Turk // 1.08 Published scientific conference paper IZTOK PERUŠ // 2.12 Report on development project Žiga Turk // 2.20 Other monographs and other completed works Boštjan Brank // 1.08 Published scientific conference paper Frano Damjanić // 1.08 Published scientific conference paper Iztok Kovačič // 2.11 Report on research project Tatjana Isaković // 1.06 Published invited scientific conference paper Peter Fajfar // 1.06 Published invited scientific conference paper Matej Fischinger // 1.06 Published invited scientific conference paper IZTOK PERUŠ // 1.16 Chapter or independent contribution in scientific book Damjan Marušić // 1.16 Chapter or independent contribution in scientific book Peter Fajfar // 1.16 Chapter or independent contribution in scientific book Peter Fajfar // 1.01 Original scientific article Andrej Vitek // 2.14 Project documentation (outline scheme, working project) Peter Fajfar // 4.02 Janez Duhovnik // 4.02 Janez Reflak // 4.02 Janez Lapajne // 2.12 Report on development project Peter Fajfar // 2.12 Report on development project Samo Križaj // 2.11 Report on research project Tatjana Isaković // 1.08 Published scientific conference paper Matej Fischinger // 1.08 Published scientific conference paper Damjan Marušić // 2.08 Doctoral dissertation Peter Fajfar // 4.02 Peter Fajfar // 1.21 Polemic, discussion Žiga Turk // 1.08 Published scientific conference paper Frano Damjanić // 1.08 Published scientific conference paper Dušica Drobnič // 1.08 Published scientific conference paper Peter Fajfar // 1.08 Published scientific conference paper Janez Reflak // 1.25 Other articles or contributions Matjaž Dolšek // 3.15 Unpublished conference lecture Tatjana Isaković // 1.12 Published scientific conference paper abstract Matej Fischinger // 1.12 Published scientific conference paper abstract Jana Šelih // 1.04 Professional article
Year:	2000
Citation:	TREPPO MEKIŠ, Barbara, ŠELIH, Jana. Optimizacija količine veznega materiala v betonih visoke trdnosti = Optimization of binding material quantity for high-strength concrete. Mater. tehnol., jan.-apr. 2000, let. 34, št. 1/2, str. 107-112, ilustr.
Summary:	Kvaliteten beton visoke trdnosti mora imeti v svežem stanju dovolj veliko obdelavnost oz. vgradljivost. Obenem pa lahko tak beton izdelamo le, če je mešanica agregata takšna, da je v njej najmanjša možna količina praznin. Praznine tako optimizirane sestave agregata je treba zapolniti s cementno pasto ustrezne kakovosti in dodati še neki presežek paste, ki zagotavlja primerno obdelavnost - konsistenco betona. Za izdelavo dovolj kakovostne cementne paste je treba uporabiti še mineralne in kemične dodatke. Članek prikazuje določanje minimalne vsebnosti cementne paste oz. kamna kot veznega materiala, ki hkrati še omogoča zadostno obdelavnost betona visoke trdnosti za praktično uporabo. Tlačne trdnosti tako proizvedenih betonov so okrog 70 MPa po 28 dnevih, pri njihovi pripravi pa smo uporabljali različne vrste agregata ter spremenljivo količino mineralnega dodatka. Fresh high-strength concrete has to be sufficiently workable if its quality is to be ensured. On the other hand, high-strength concrete can only be produced if aggregate mix contains minimum possible void quantity. The voids of the optimized aggregate mix have to be filled by cement paste with an overfill that ensures sufficient workability/consistency. Mineral and chemical admixtures have to be used in the production of high quality cement paste. The paper presents the determination of minimum cement paste quantity that ensures the production of concrete that is sufficiently workable to be used on construction site. Compressive strengths are approximately 70 MPa at the age of 28 days. Different types of aggregate and variable mineral admixture quantities were employed in the composition of concrete.
Typology:	1.04 Professional article
COBISS_ID:	217002 Full COBISS entry
Entered 2001/08/08 19:56