{"id":6955,"date":"2024-12-04T01:58:18","date_gmt":"2024-12-04T01:58:18","guid":{"rendered":"https:\/\/geotec.rs\/?page_id=6955"},"modified":"2026-01-22T20:56:35","modified_gmt":"2026-01-22T20:56:35","slug":"publikacije","status":"publish","type":"page","link":"https:\/\/geotec.rs\/en\/publikacije\/","title":{"rendered":"Publications"},"content":{"rendered":"Publications<\/h1>\t\t\n\t\t

Based on your request, we can provide articles to you. Please specify the article number in your request.<\/p>\n

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Topics: piles and drilled shafts<\/h4>\n

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  1. Berisavljevi\u0107 D., Bo\u017eovi\u0107 N., and Stani\u0107 N. Paired in situ tests for site characterization and geotechnical design optimization. Proceedings of the 7th International Conference on Geotechnical and Geophysical Site Characterization Barcelona, 18 – 21 June 2024.<\/li>\n\n\n\n
  2. \u0106ori\u0107 S., Raki\u0107 D., \u0106ori\u0107 S., Berisavljevi\u0107 D. Metodologija prora\u010duna sanacije klizi\u0161ta \u0161ipovima. Fifth symposium of the Macedonian Association for Geotechnics-ISRM specialized conference\u00a9 2022 Macedonian Association for Geotechnics, ISBN 978-9989-2053-5-4<\/li>\n\n\n
  3. \u0106ori\u0107 S., Raki\u0107 D., Berisavljevi\u0107 D. Geotehni\u010dki prora\u010dun sanacije klizi\u0161ta \u0161ipovima. Osmo nau\u010dno-stru\u010dno savetovanje SGIS “Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. V. Banja, 13-15 novembar 2019.<\/li>\n\n\n
  4. Berisavljevi\u0107 D., \u017dugi\u0107 \u017d., Filipovi\u0107 V., \u0106ori\u0107 S., 2019. Bi-directional (BD) static load test of bored pile socketed into limestone \u2013 lessons learned. ISRM Specialized conference \u201cGeotechnical challenges in Karst\u201c. Omi\u0161 \u2013 Split, Croatia, 11.-13.04.2019.<\/li>\n\n\n
  5. Berisavljevi\u0107 D., Filipovi\u0107 V., Stanisavljevi\u0107 N., Berisavljevi\u0107 Z. Experimental analysis of bi-directional pile static load test. XVI Danube – European Conference on Geotechnical Engineering 07-09 June 2018, Skopje, R. Macedonia.<\/li>\n\n\n
  6. Berisavljevi\u0107 D., Filipovi\u0107 V.,\u0106ori\u0107 S., Raki\u0107 D. Analiza bo\u010dno optere\u0107enih \u0161ipova primenom rezultata DMT opita. Sedmo nau\u010dno-stru\u010dno savetovanje SGIS “Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. \u0160abac, 14-17 novembar 2017.<\/li>\n\n\n
  7. Raki\u0107 D., \u0160u\u0161i\u0107 N., Basari\u0107 I., \u0110okovi\u0107 K., Berisavljevi\u0107 D. Load test of large diameter piles for the bridge across Danube river in Belgrade. XV Danube – European Conference on Geotechnical Engineering (DECGE 2014), Vienna, Austria, 2014, Paper No. 111, 867-872.<\/li>\n\n\n
  8. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N. Analysis of static load test results. 8th International Conference Assessment, maintenance and Rehabilitation of Structures and Settlements, Borsko jezero, Serbia, 2013, 585\u2013594.<\/li>\n\n\n
  9. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N., Laslo \u010c., \u0110okovi\u0107 K. Numerical analysis of axialy loaded pile. Procedings of 2nd International Scientific Meeting: State and Trends of Civil Engineering GTZ 2012 and 2nd Conference GEO-EXPO 2012, Vol.1, pp. 517-524, Faculty of Mining, Geology and Civil Engineering, University of Tuzla and geotechnical Society in Bosnia and Herzegovina, Tuzla , June 07-09. 2012.<\/li>\n\n\n
  10. \u0411\u0435\u0440\u0438\u0441\u0430\u0432\u0459\u0435\u0432\u0438\u045b \u0414., \u0428\u0443\u0448\u0438\u045b \u041d. O\u0441\u043d\u043e\u0432\u0435 \u0438\u0441\u043f\u0438\u0442\u0438\u0432\u0430\u045a\u0430 \u0438\u043d\u0442\u0435\u0433\u0440\u0438\u0442\u0435\u0442\u0430 \u0448\u0438\u043f\u043e\u0432\u0430 \u0441 \u043f\u0440\u0438\u043c\u0435\u0440\u0438\u043c\u0430 \u0438\u0437 \u043f\u0440\u0430\u043a\u0441\u0435. \u0413\u0440\u0430\u0452\u0435\u0432\u0438\u043d\u0441\u043a\u0438 \u043c\u0430\u0442\u0435\u0440\u0438\u0458\u0430\u043b\u0438 \u0438 \u043a\u043e\u043d\u0441\u0442\u0440\u0443\u043a\u0446\u0438\u0458\u0435, \u0431\u0440.1, \u0441\u0442\u0440. 55-64.<\/li>\n\n\n
  11. \u0411\u0435\u0440\u0438\u0441\u0430\u0432\u0459\u0435\u0432\u0438\u045b \u0414., \u0428\u0443\u0448\u0438\u045b \u041d. \u0414\u0438\u043d\u0430\u043c\u0438\u0447\u043a\u0435 \u043c\u0435\u0442\u043e\u0434\u0435 \u0438\u0441\u043f\u0438\u0442\u0438\u0432\u0430\u045a\u0430 \u0448\u0438\u043f\u043e\u0432\u0430. \u0413\u0440\u0430\u0452\u0435\u0432\u0438\u043d\u0441\u043a\u0438 \u043a\u0430\u043b\u0435\u043d\u0434\u0430\u0440, \u0421\u0430\u0432\u0435\u0437 \u0433\u0440\u0430\u0452\u0435\u0432\u0438\u043d\u0441\u043a\u0438\u0445 \u0438\u043d\u0436\u0435\u045a\u0435\u0440\u0430 \u0421\u0440\u0431\u0438\u0458\u0435, \u0431\u0440. 45, \u0441\u0442\u0440. 201-245, 2013.<\/li>\n\n\n
  12. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N. Static load testing of large diameter piles. Conference-Contemporary Civil Engineering Practice 2013, Andrevlje, Serbia, 2013, 159\u2013166.<\/li>\n\n\n
  13. \u0428\u0443\u0448\u0438\u045b \u041d., \u0411\u0435\u0440\u0438\u0441\u0430\u0432\u0459\u0435\u0432\u0438\u045b \u0414. \u0414\u0438\u043d\u0430\u043c\u0438\u0447\u043a\u043e \u0438\u0441\u043f\u0438\u0442\u0438\u0432\u0430\u045a\u0435 \u0448\u0438\u043f\u043e\u0432\u0430. \u0417\u0431\u043e\u0440\u043d\u0438\u043a \u0440\u0430\u0434\u043e\u0432\u0430 \u0421\u0438\u043c\u043f\u043e\u0437\u0438\u0458\u0443\u043c\u0430 \u0414\u0440\u0443\u0448\u0442\u0432\u0430 \u0433\u0440\u0435\u0452\u0435\u0432\u0438\u043d\u0441\u043a\u0438\u0445 \u043a\u043e\u043d\u0441\u0442\u0440\u0443\u043a\u0442\u0435\u0440\u0430 \u0421\u0440\u0431\u0438\u0458\u0435 \u2013 \u0414\u0413\u041a\u0421, \u0441\u0442\u0440.309-314, \u0412\u0440\u045a\u0430\u0447\u043a\u0430 \u0411\u0430\u045a\u0430, \u0441\u0435\u043f\u0442\u0435\u043c\u0431\u0430\u0440 2012.<\/li>\n\n\n
  14. \u0411\u0435\u0440\u0438\u0441\u0430\u0432\u0459\u0435\u0432\u0438\u045b \u0414., \u0428\u0443\u0448\u0438\u045b \u041d., \u0408\u043e\u043a\u0430 \u041c. K\u043e\u043d\u0442\u0440\u043e\u043b\u0430 \u043a\u0432\u0430\u043b\u0438\u0442\u0435\u0442\u0430 \u0448\u0438\u043f\u043e\u0432\u0430 \u201e\u0441\u0438\u0442\u201c \u043c\u0435\u0442\u043e\u0434\u043e\u043c-\u043f\u0440\u0438\u043c\u0435\u0440\u0438 \u0438\u0437 \u043f\u0440\u0430\u043a\u0441\u0435. \u0417\u0431\u043e\u0440\u043d\u0438\u043a \u2013 \u041f\u043e\u043b\u0430 \u0432\u0435\u043a\u0430 \u043d\u0430 \u043f\u0443\u0442\u0435\u0432\u0438\u043c\u0430, \u0410\u0414 \u201c\u041d\u043e\u0432\u0438-\u041f\u0430\u0437\u0430\u0440 \u2013 \u043f\u0443\u0442\u201c, \u041d\u043e\u0432\u0438 \u041f\u0430\u0437\u0430\u0440 2012, \u0441\u0442\u0440. 257-261.<\/li>\n\n\n
  15. \u0428\u0443\u0448\u0438\u045b \u041d., \u0411\u0435\u0440\u0438\u0441\u0430\u0432\u0459\u0435\u0432\u0438\u045b \u0414., \u0420\u0430\u043a\u0438\u045b \u0414. \u041d\u0435\u043a\u043e\u043b\u0438\u043a\u043e \u043f\u0440\u0438\u043c\u0435\u0440\u0430 \u0438\u0437 \u043f\u0440\u0430\u043a\u0441\u0435 \u043a\u043e\u043d\u0442\u0440\u043e\u043b\u0435 \u043a\u0432\u0430\u043b\u0438\u0442\u0435\u0442\u0430 \u0448\u0438\u043f\u043e\u0432\u0430 \u0421\u0418\u0422 \u043c\u0435\u0442\u043e\u0434\u043e\u043c. \u0417\u0431\u043e\u0440\u043d\u0438\u043a \u0440\u0430\u0434\u043e\u0432\u0430 \u0441\u0430 \u0447\u0435\u0442\u0432\u0440\u0442\u043e\u0433 \u043d\u0430\u0443\u0447\u043d\u043e-\u0441\u0442\u0440\u0443\u0447\u043d\u043e\u0433 \u0441\u0430\u0432\u0435\u0442\u043e\u0432\u0430\u045a\u0430 – \u0413\u0435\u043e\u0442\u0435\u0445\u043d\u0438\u0447\u043a\u0438 \u0430\u0441\u043f\u0435\u043a\u0442\u0438 \u0433\u0440\u0430\u0452\u0435\u0432\u0438\u043d\u0430\u0440\u0441\u0442\u0432\u0430, \u0417\u043b\u0430\u0442\u0438\u0431\u043e\u0440, 2011. \u0441\u0442\u0440. 389-394.<\/li>\n<\/ol>\n

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    Topics: soil mechanics; rock mechanics; foundation engineering and engineering geology<\/h4>\n

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    1. Berisavljevi\u0107 D., Berisavljevi\u0107 Z. Engineering properties and characterisation of sediments at the Belgrade Waterfront test site. AIMS Geosciences, Vol. 11, Issue 3:\u00a0600-628.\u00a0doi:\u00a010.3934\/geosci.2025026<\/a><\/li>\n
    2. Berisavljevi\u0107 D. Application of in situ geotechnical methods as a basic tool for civil engineering structure optimization. Conference: &quot;Impact of natural disasters: landslides, rockfalls, floods and earthquakes on buildings and infrastructure&quot;. Engineering academy of Serbia, pp 117-141, November 2025, belgrade, Serbia.<\/li>\n
    3. Melentijevi\u0107, S., Berisavljevi\u0107, Z., Berisavljevi\u0107, D., Ollala, C. (2024) Rock slope stability analysis under Hoek-Brown failure criterion with different flow rules. Bull Eng Geol Environ. 83:181 https:\/\/doi.org\/10.1007\/s10064-024-03667-0 (IF 4.2)<\/li>\n\n\n
    4. Berisavljevi\u0107, Z., Berisavljevi\u0107, D., Marjanovi\u0107, M., Melentijevi\u0107, S. Probabilistic analysis of anisotropic rock slope with reinforcement measures. Geomechanics and Engineering, Volume 34, Number 3, 2023, pages 285-301, https:\/\/doi.org\/10.12989\/gae.2023.34.3.285 (IF 3.201)<\/li>\n\n\n
    5. Berisavljevi\u0107 D., Berisavljevi\u0107 Z., Melentijevi\u0107 S. The shear strength evaluation of rough and infilled joints and its indications for stability of rock cutting in schist rock mass. Bull. Eng. Geol. Environ. 81, 113 (2022). https:\/\/doi.org\/10.1007\/s10064-022-02580-8 (IF 4.2)<\/li>\n\n\n
    6. Berisavljevi\u0107 D., Berisavljevi\u0107 Z., \u010ceba\u0161ek V., \u0160u\u0161i\u0107 N. Characterisation of collapsing loess by seismic dilatometer. Engineering geology. (2014). Vol. 181. pp. 180-189. https:\/\/doi.org\/10.1016\/j.enggeo.2014.07.011 (IF 1.744)<\/li>\n\n\n
    7. Berisavljevi\u0107 D., Berisavljevi\u0107 Z. Determination of the presence of microstructure in a soil using a seismic dilatometer. Bull. Eng. Geol. Environ. (2019) 78: pp 1709-1725. https:\/\/doi.org\/10.1007\/s10064-018-1234-5 (IF 3.041)<\/li>\n\n\n
    8. Berisavljevi\u0107 Z., Berisavljevi\u0107 D., Raki\u0107 D., Had\u017ei-Nikovi\u0107 G., Radi\u0107 Z. Strength of composite flysch samples under uniaxial compression. Bull. Eng. Geol. Environ. (2018) 77: pp 791-802. https:\/\/doi.org\/10.1007\/s10064-017-1009-4 (IF 2.138)<\/li>\n\n\n
    9. Berisavljevi\u0107 Z., Berisavljevi\u0107 D., \u010ceba\u0161ek V. Shear strength properties of Dimitrovgrad flysch, Southeastern Serbia. Bull Eng Geol Environ (2015) 74: pp 759-773. https:\/\/doi.org\/10.1007\/s10064-014-0678-5 (IF 1.252)<\/li>\n\n\n
    10. Berisavljevic, Z., Berisavljevi\u0107, D., Raki\u0107, D., Radi\u0107, Z.: Application of geological strength index for characterization of weathering-induced failures, Gra\u0111evinar, Vol.70(10). 2018, https:\/\/doi.org\/10.14256\/JCE.1876.2016<\/li>\n\n\n
    11. Berisavljevi\u0107 Z., Berisavljevi\u0107 D., \u010ceba\u0161ek V., Raki\u0107 D. Slope stability analyses using limit equilibrium and soil strength reduction methods. Gra\u0111evinar. 2015. Vol.67(10). pp. 975-983. DOI:10.14256\/JCE.1030.2014<\/li>\n\n\n
    12. Raki\u0107 D., Basari\u0107 I., Berisavljevi\u0107 Z., Berisavljevi\u0107 D. Geotechnical characteristics of industrial waste slag and sludge from Smederevo steel mill, Serbia. Journal of Environmental Protection and Ecology, 2016. 17 No. 2. pp. 512-522. https:\/\/rgf.bg.ac.rs\/geotehnika\/gec\/reference\/20\/JEPE_book2_2016_512-522.pdf (IF0.577)<\/li>\n\n\n
    13. Dragojevi\u0107 D., \u017dugi\u0107 \u017d., Berisavljevi\u0107 D. Site specific ground motion earthquake response study-case study at the site of Canadian embassy residence in Belgrade. The 8th International conference ,,Civil engineering\u201d \u2013 Science and Practice. Kola\u0161in, Montenegro, 8-12 March, 2022.<\/li>\n\n\n
    14. Berisavljevi\u0107 D., Berisavljevi\u0107 Z. Dilatometer and seismic dilatometer tests in different depositional environments. 6th International Conference on Geotechnical and Geophysical Site Characterization. Budapest, 2021. (SMA for the best paper).<\/li>\n\n\n
    15. Berisavljevi\u0107 D., Berisavljevi\u0107 Z., Melentijevi\u0107 S., \u017dugi\u0107 \u017d. Uticaj strukture na mehani\u010dko pona\u0161anje lesa. Me\u0111unarodno nau\u010dno-stru\u010dno savetovanje SGIS “Zemljotresno in\u017eenjerstvo i Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. V. Banja, 3-5 novembar 2021.<\/li>\n\n\n
    16. Berisavljevi\u0107 Z., Berisavljevi\u0107 D., Marjanovi\u0107 M., Kru\u0161i\u0107 J., Melentijevi\u0107 S. Primena Q-slope sistema za klasifikaciju anizotropne stenske mase. Me\u0111unarodno nau\u010dno-stru\u010dno savetovanje SGIS “Zemljotresno in\u017eenjerstvo i Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. V. Banja, 3-5 novembar 2021.<\/li>\n\n\n
    17. \u017dugi\u0107 \u017d., Dragojevi\u0107 D., Edip K., Berisavljevi\u0107 D. Mikroseizmi\u010dka rejonizacija za potrebe izgradnje stambeno poslovnog objekta u Novom Sadu. Me\u0111unarodno nau\u010dno-stru\u010dno savetovanje SGIS “Zemljotresno in\u017eenjerstvo i Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. V. Banja, 3-5 novembar 2021.<\/li>\n\n\n
    18. \u017dugi\u0107 \u017d., Dragojevi\u0107 D., Nedeljkovi\u0107 S., Berisavljevi\u0107 D. Seizmi\u010dko mikrozoniranje u Srbiji-benefiti sprovo\u0111enja geodinami\u010dkog prora\u010duna pri analizi javnih objekata. Me\u0111unarodno nau\u010dno-stru\u010dno savetovanje SGIS “Zemljotresno in\u017eenjerstvo i Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. V. Banja, 3-5 novembar 2021.<\/li>\n\n\n
    19. \u017dugi\u0107 \u017d., Berisavljevi\u0107 D., Berisavljevi\u0107 Z. Stanje nauke i prakse u oblasti dinamike tla i zemljotresno-geotehni\u010dkog in\u017eenjerstva. Osmo nau\u010dno-stru\u010dno savetovanje SGIS “Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. V. Banja, 13-15 novembar 2019.<\/li>\n\n\n
    20. Berisavljevi\u0107 Z., Berisavljevi\u0107 D., \u017dugi\u0107 \u017d. (2019) Slope stability analysis of anisotropic rock masses with directional strength models. The 8th International Conference – Geotechnics In Civil Engineering, Vrnja\u010dka Banja. pp. 301-310<\/li>\n\n\n
    21. Berisavljevi\u0107 D., Filipovi\u0107 V. Odre\u0111ivanje smi\u010du\u0107e otpornosti peska in situ penetracionim opitima SDMT i CPT. Rudarstvo i geologija danas. Me\u0111unarodni simpozijum, Beograd, 18-20.09.2017.<\/li>\n\n\n
    22. Berisavljevi\u0107 D., Filipovi\u0107 V., Berisavljevi\u0107 Z., Ha\u017ei-Nikovi\u0107 G. Odre\u0111ivanje ugla smi\u010du\u0107e \u010dvrsto\u0107e peska primenom penetracionih opita SDMT i CPT. Sedmo nau\u010dno-stru\u010dno savetovanje SGIS “Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. \u0160abac, 14-17 novembar 2017.<\/li>\n\n\n
    23. Berisavljevi\u0107 Z., \u010caki L., Raki\u0107 D., Ha\u017ei-Nikovi\u0107 G., Berisavljevi\u0107 D. Analiza stabilnosti kosina u blokovski izdeljenoj stenskoj masi. Sedmo nau\u010dno-stru\u010dno savetovanje SGIS “Geotehni\u010dki aspekti gra\u0111evinarstva\u201d. \u0160abac, 14-17 novembar 2017.<\/li>\n\n\n
    24. Berisavljevi\u0107 D., Raki\u0107 D., \u0160u\u0161i\u0107 N., 2015. SDMT \u2013 a Tool for in Situ Identification of Collapsible Soils. Proc. 3rd Int. Conf. on the Flat Dilatometer DMT ’15, Roma, pp 457-463.<\/li>\n\n\n
    25. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N., Raki\u0107 D., Had\u017ei-Nikovi\u0107 G. i Berisavljevi\u0107 Z., 2015. Odre\u0111ivanje vrste tla i mikrostrukture iz SDMT opita. \u0160esto nau\u010dno-stru\u010dno savetovanje SGIS “Geotehni\u010dki aspekti gra\u0111evinarstva\u201d.<\/li>\n\n\n
    26. Berisavljevi\u0107 Z., Raki\u0107 D., \u0160u\u0161i\u0107 N., Berisavljevi\u0107 D. 2015, Definisanje parametara \u010dvrsto\u0107e na smicanje heterogene fli\u0161ne stenske mase – deo I (in\u017eenjersko geolo\u0161ke karakteristike). \u0160esto nau\u010dno-stru\u010dno savetovanje SGIS “Geotehni\u010dki aspekti gra\u0111evinarstva\u201d.<\/li>\n\n\n
    27. Berisavljevi\u0107 Z., Raki\u0107 D., \u0160u\u0161i\u0107 N., Berisavljevi\u0107 D. 2015. Definisanje parametara \u010dvrsto\u0107e na smicanje heterogene fli\u0161ne stenske mase – deo II (geotehni\u010dke karakteristike). \u0160esto nau\u010dno-stru\u010dno savetovanje SGIS “Geotehni\u010dki aspekti gra\u0111evinarstva\u201d.<\/li>\n\n\n
    28. Prica M., \u0110okovi\u0107 K., \u0160u\u0161i\u0107 N., Berisavljevi\u0107 D. Some experience in performing in situ test screw plate load test (SPLT). 4th Simposium of Macedonian Association for Geotechnics, Struga, Macedonia, 2014, 217-222.<\/li>\n\n\n
    29. Berisavljevi\u0107 Z., Milenkovi\u0107 S., Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N. 2014. Convergence Predictions and Primary Support Optimization of the Tunnel Progon. Engineering Geology for Society and Territory – Volume 6, pp 323-328.<\/li>\n\n\n
    30. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N., Raki\u0107 D. A note on cpt-dmt correlations in sand. Conference Geotechnical Society of Bosnia and Herzegovina GEO-EXPO 2013, Jahorina, Bosnia and Herzegovina, 2013, 267-273.<\/li>\n\n\n
    31. Prica M., \u0110okovi\u0107 K., \u0160u\u0161i\u0107 N., Berisavljevi\u0107 D. In situ testing of soils by screw plate load test (SPLT). 5th International Conference \u2013 Geotechnics in Civil Engineering, Sokobanja, Serbia, 2013, 191-196.<\/li>\n\n\n
    32. Raki\u0107 D., Vojnovi\u0107 B., Berisavljevi\u0107 D., Basari\u0107 I. Geotechnical conditions of industrial waste landfill construction for U.S. steel Serbia. In Proc. XV Balkan Mineral Processing Congress, Sozopol, Bulgaria, June 12-16, 2013, pp 1056-1060.<\/li>\n\n\n
    33. \u0160u\u0161i\u0107 N., Berisavljevi\u0107 D., Had\u017ei-Nikovi\u0107 G. Evaluating susceptibility of heterogeneous terrain to cyclic liquefaction. Proceedings of Conference – Third International Conference: Seismic Engineering and Engineerings Seismology, str. 77-84, Savez gra\u0111evinskih in\u017eenjera Srbije, Div\u010dibare, 22-24.maj 2012.<\/li>\n\n\n
    34. Had\u017ei-Nikovi\u0107 G., \u0160u\u0161i\u0107 N., Berisavljevi\u0107 D. Seismic dam\u2019s and embankment\u2019s slope stability. Proceedings of Conference – Third International Conference: Seismic Engineering and Engineerings Seismology, str.251-258, Savez gra\u0111evinskih in\u017eenjera Srbije, Div\u010dibare, 22-24.maj 2012.<\/li>\n\n\n
    35. \u0160u\u0161i\u0107 N., Raki\u0107 D., \u0110okovi\u0107 K., Berisavljevi\u0107 D. Water evacuation from the \u201cSari\u0107a Osoje\u201c municipal waste landfill of U\u017eice. 2nd International Symposium on Environmental and Material Flow Management \u2013 EMFM 2012, Zenica BiH, Jun, 2012. str. 71-76.<\/li>\n\n\n
    36. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N. Geotechnical field investigations for the new bridge over Danube at Beska. 5th International Conference Science and Higher Education in Funcion of Sustainable Development SED 2012, 4th-5th October 2012, Uzice, rad 3-7 na CD.<\/li>\n\n\n
    37. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N, \u0106ori\u0107 S.: Settlements of shallow foundations based on flat dilatometer test results. 12th International Scientific Conference iNDiS 2012 – Planning, Design, Construction and Renewal in the Civil Engineering, University of Novi Sad Faculty of Technical Sciences, Department Civil Engineering and Geodesy, Novi Sad, Serbia 28 – 30 November 2012, pp. 355-360.<\/li>\n\n\n
    38. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N., Breki\u0107 M. Excavation of exploration shafts for \u201eBe\u0161ka\u201c bridge, Zbornik radova tre\u0107eg Internacionalnog nau\u010dno-stru\u010dnog skupa: Gra\u0111evinarstvo-nauka i praksa, knjiga 2, str. 1497-1502, \u017dabljak, 15-19.februar 2010.<\/li>\n\n\n
    39. \u0110okovi\u0107 K., Ivanovi\u0107 Z., \u0160u\u0161i\u0107 N., Berisavljevi\u0107 D. Compaction and building in of clayey soils by constructions of earthfill dams. In Proceedings 3 th Symposium Macedonian Association for Geotechnics, pp 25-30, Struga, Macedonia, 24-26 june, 2010.<\/li>\n\n\n
    40. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N., Cerovi\u0107 \u0110., \u0110okovi\u0107 K. Road embankment construction on intersection with underground infrastructure \u2013 settlement predictions. In Proceedings 3 th Symposium Macedonian Association for Geotechnics, pp 313-318, Struga, Macedonia, 24-26 june, 2010.<\/li>\n\n\n
    41. Berisavljevi\u0107 Z., Berisavljevi\u0107 D., \u017dugi\u0107 \u017d (2022) Analiza sleganja nasipa na deonici autoputa Obrenovac – Ub. Zapisnici Srpskog geolo\u0161kog dru\u0161tva za 2021. godinu, pp 22-35. ISSN 0372-9966<\/li>\n\n\n
    42. Berisavljevi\u0107 D., \u0160u\u0161i\u0107 N. Procena opasnosti od likvefakcije analizom in situ CPT opita i indeksnih pokazatelja tla. \u010casopis srpskog drustva za puteve: Put i saobracaj, LVII, br.1, januar 2011, str. 38-43.<\/li>\n\n\n
    43. \u0420\u0430\u043a\u0438\u045b \u0414., \u0412\u043e\u0458\u043d\u043e\u0432\u0438\u045b \u0411., \u0411\u0435\u0440\u0438\u0441\u0430\u0432\u0459\u0435\u0432\u0438\u045b \u0414. \u0413\u0435\u043e\u0442\u0435\u0445\u043d\u0438\u0447\u043a\u0438 \u0443\u0441\u043b\u043e\u0432\u0438 \u0438\u0437\u0433\u0440\u0430\u0434\u045a\u0435 \u043f\u043e\u0441\u0442\u0440\u043e\u0458\u0435\u045a\u0430 \u0437\u0430 \u0443\u043f\u0440\u0430\u0432\u0459\u0430\u045a\u0435 \u043e\u0442\u043f\u0430\u0434\u043e\u043c \u0437\u0430 \u043f\u043e\u0442\u0440\u0435\u0431\u0435 U.S. Steel Serbia. 4. \u0418\u043d\u0442\u0435\u0440\u043d\u0430\u0446\u0438\u043e\u043d\u0430\u043b\u043d\u0438 \u043d\u0430\u0443\u0447\u043d\u043e-\u0441\u0442\u0440\u0443\u0447\u043d\u0438 \u0441\u043a\u0443\u043f \u0413\u041d\u041f 2012 \u0413\u0440\u0430\u0452\u0435\u0432\u0438\u043d\u0430\u0440\u0441\u0442\u0432\u043e \u2013 \u041d\u0430\u0443\u043a\u0430 \u0438 \u043f\u0440\u0430\u043a\u0441\u0430, \u0416\u0430\u0431\u0459\u0430\u043a, 2012. \u0441\u0442\u0440. 2117-2124.<\/li>\n<\/ol>\n

      \n<\/p>\n

      Book (monograph)<\/h4>\n

      \n<\/p>\n

        \n
      1. Berisavljevi\u0107 Z., Berisavljevi\u0107 D., Marijanovi\u0107 M., 2021. Stabilnost kosina u stenskoj masi – savremeni kocepti i metode prora\u010duna, Univerzitet u Beogradu, Rudarsko-geolo\u0161ki fakultet (ISBN 978-86-7352-361-3)<\/li>\n<\/ol>\n

        <\/p>","protected":false},"excerpt":{"rendered":"

        Publications Based on your request, we can provide articles to you. Please specify the article number in your request. Topics: piles and drilled shafts Berisavljevi\u0107 D., Bo\u017eovi\u0107 N., and Stani\u0107…<\/p>\n","protected":false},"author":1,"featured_media":6956,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-6955","page","type-page","status-publish","has-post-thumbnail","hentry"],"translation":{"provider":"WPGlobus","version":"3.0.0","language":"en","enabled_languages":["sr","en"],"languages":{"sr":{"title":true,"content":true,"excerpt":false},"en":{"title":true,"content":true,"excerpt":false}}},"_links":{"self":[{"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/pages\/6955","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/comments?post=6955"}],"version-history":[{"count":18,"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/pages\/6955\/revisions"}],"predecessor-version":[{"id":7346,"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/pages\/6955\/revisions\/7346"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/media\/6956"}],"wp:attachment":[{"href":"https:\/\/geotec.rs\/en\/wp-json\/wp\/v2\/media?parent=6955"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}