Daniel Dobrovinski Email & Phone Number

Netherlands

Project experience:+ Reconstructie knooppunt De Nieuwe Meer / Design

Gouda, South Holland, Netherlands

Project experience:+ Brug Centrum Eiland - Strandeiland (A'dam, IJburg) / Tender+ Nieuwbouw Woonwijk De Bongerd (A'dam, De Bongerd) / Design+ Heereveen Beter Bereikbaar (Heereveen, A32, afslag Centrum) / Design + Realization+ TenneT Zuid-West 380kV (Rilland-Borssele) / Tender + Design+ Realization+ De Zwethof bouwrijp maken (Zoeterwoude) / Realization+ Tunnelalliantie Sittard-Geleen / Ontwerp + Realization+ Amstelveen Fietspad Museumspoorlijn / Design+ Reconstructie N65 Vught - Helvoirt / Tender+ Reconstructie N239 / Tender+ Windpark Groen / Tender+ Tunnelalliantie Hilversum / Design + Realization+ TenneT Krimpen ad IJssel - Geertruidenberg / Tender+ Golfbreker Agrofood Hub / Tender+ N346 Lochem - Schakel Achterhoek A1 / Tender + Design + Realization+ De Pelletizer Amsterdam Westpoort / Design+ Reconstructie twee rotondes Heerhugowaard Oostangent / Tender + Design+ Nieuwe Sluis Terneuzen / Realization+ HOV Huizen / Design+ Wolfheze / Tender

Rotterdam

Thesis title: "Bored Tunnel Lining Behaviour in Discontinuous Rock".Main objective of the research was to predict longitudinal tunnel behaviour of a segmental tunnel lining through fault zones, which involved abrupt changes in rock mass properties. The 2D/3D Plaxis models were calibrated with data from a Middle-East case, containing calcareous rocks, a high groundwater level and a large overburden thickness. Models were predicted and validated using analytical 2D transversal and longitudinal solutions. Results showed that influence of narrow fault zones on the tunnel lining can be excluded.

Rotterdam Area, Netherlands

Responsible for the engineering of all geotechnical aspects of the civil works for the project: "Reconstruction of Kempenbaan West" in Veldhoven. This project consists of two viaducts, a culvert and more than 1.2 km of noise barriers. Among other things the design of shallow and pile foundations and earth retaining structures has to be made.

Delft Area, Netherlands

Consulting on geotechnical engineering issues. - Settlement analysis for pre-loading of future road/parking spaces;- Stability, displacement and strength analyses for wooden and steel weirs;- Stability analysis for and geohydrological monitoring of levees and embankments.

Schinnen, Nederland

Full-time seconded to Heijmans at the project: N23 Westfrisiaweg in Noord-Holland.My responsibilities as a site-engineer were to advice the implementers on different practical geotechnical issues and monitoring major embankments for pre-loading of the future infrastructure. E.g.:- Stability and settlement analyses of surface due to enlarged embankments;- Impact of repositioned embankments on existing underground utilities;- Monitoring and setting up permits for removal of pre-loading.

Breda Area, Netherlands

TDVeiligheidsadvies, a consultancy, which is specialized in giving professional safety advisory for SME's (Small and medium-sized enterprises). This is done by performing a Risk Inventory and Evaluation (RI&E), setting up and implementing an appurtenant Plan of Action and the accompanying evacuation plan.Carefree Safe Enterprise (Zorgeloos Veilig Ondernemen) is the unique method of TDVeiligheidsadvies, which aims on removing all safety concerns of the customer.

Utrecht Area, Netherlands

Research on the failure mechanism piping occurring under water retaining soil structures.During the preliminary investigation a research is done on how the structure of a dike is constructed, which failure mechanisms can occur in which stage of implementation. A clear overview of all the changes in regulations for the so called "Wettelijk Toetsinginstrumentarium (WTI 2017)" is composed. This is followed by the research on the different design rules for the failure mechanism "piping", which are Lane, Bligh and Sellmeijer, and their modification due to the new laws on retaining structures.Hereafter the existing and innovative (most of them in start-up phase) piping-preventionmeasures are investigated. The chances, risks, conditions and costs for these are summed up.Based on the preliminary investigation two cases are elaborated. Next the outcomes of the worked out cases are compared to certify the main differences.With the aid of all the gathered information , after the investigation and the outcome of the cases, a selection matrix is made. This matrix will be used to choose and present a preventionmeasure more efficient, quicker and cheaper.

Hardinxveld-Giessendam, Netherlands

During the intership I have been fulfilling the function of 'Junior Geotechnical Consultant'.Thanks to this opportunity and well organized company I have gained practical experience on the following activities:- Participation on site investigation projects in the field;- Performing calculations for foundation on piles;- Performing calculations for shallow foundations;- Performing settlement calculations;- Performing stability analyses for retaining (soil) structures;- Performing drainage calculations.

Breda Area, Netherlands

During the internship at Rasenberg Wegenbouw, I was especially focussed on work in the field.Here I have worked on three different types of projects:1. Sewer renovation (in Krabbendijke):- Removal of existing sewage;- Setting / placing / drawing the new sewer, with its associated gullies and sewer wells;- Setting the future road- Helping the pavers and asphalters.2. Asphalt reparation for the municipality of Breda (in Breda):- Removal of the old road;- Asphalt the new road.3. Asphalt the new motorway A59 overnight (Moerdijk).

Master Of Science (Msc), Civil Engineering

Activities and Societies: De Ondergrondse Premaster & Master Geotechnical Engineering. Including courses, such as: - Site Investigation.

Bachelor'S Degree, Civil Engineering, 8.0

Specialization: "Structural Engineering". Including courses and projects, such as: Structural mechanics; - Design of (reinforced.

Havo, Natuur En Techniek