ground conditions and ground water from sewage and stormwater team
Supplementary geotechnical investigations in the Fr group Hodlingowa KGHM Polish Copper SA Ul. M. Sklodowska Curie 92, Lubin, 1996
technical research of the ground in the region supports the proposed bridge "Nowołęczyckiego in Bydgoszcz. Judgement on the geotechnical quality of the construction of embankments, landfill for the town and municipality in Borówku Pobiedziska.
geological and engineering documentation Simplified for the technical design of the gas Szamotuły lupus. Bureau of Studies and Projects Gas "
report of field work involving the collection of samples from excavations NNS research performed within the western dam reservoir" Iron Bridge "in the geological cross-XIa, W-XIIa. KGHM Polish Copper SA
Opinion on the geotechnical conditions groundwater and water from high pressure gas pipeline crossing DN 300mm Neisse River near the village of Gubinek province. Zielona Gora. Office of Studies and Projects Gas "CPTU and DMT results Accompanying installation of piezometers and microseismic measurements in tailings of the Iron Bridge Reservoir beaches for the 2nd phase of work for the Board of International Experts.
Evaluation of the distribution of stresses geostatic Effective from CPTU and DMT Carried out from microseismic measurements and installation of piezometer sets. KGHM Polish Copper SA Branch Plants Mining Rudna Polkowice 59-320, 1998
technical research of the ground in the vicinity of the proposed effluent discharge water from the reservoir "Iron Bridge".
Score distribution of effective stress geostatycznych horizontal and vertical sediment disposal study the physical properties of sediments taken from the reservoir tank needs of the second stage of expertise carried out by a team of international experts. Division of Mining Establishments Rudna Polkowice 59-320, 1997 Technical research of the ground for foundation design building and shopping center - Usługowe "center of life Mikołów in Mikołów. Conditions for undertaking land and water on the western outskirts of the dam reservoir Iron Bridge. Documentation
geological - simplified engineering area designated for the construction of McDonald's restaurants in ul.Serbskiej in Poznan.
memo from the testing ground conditions and water in Śmiowo, gm.Kaczory. Laboratory design water and wastewater engineering and geological documentation of thumb for the technical design of the gas Ciechanów lupus. Studies Office Gas Projects and Technical
research base in the region of the transit pipeline crossing F 1420 Mary River valley. Pipeline Construction Company and ancillary facilities
Documentation - geological engineering simplified site located at ul. Srpska. NET Service Sp. z oo Ul. Kniewska 2 k, Szczecin, 1998 Technical research of the ground in the vicinity of the proposed building back-end database over the Iron Bridge E landfill KGHM.
Technical studies on the ground within the construction company's production hall in Zakrzewo ALSI k / Pn undertaking to Srem. Enterprise Installation of Industrial and Technical
studies of the Odra River dikes and soil in the province. Leszczynski. Up report of field research. Technical research of the ground in the region of crossing the river Noteć West (Lake Pakoskie) transit pipeline 2 x DN 1420 mm.
Judgement of geotechnical ground conditions, ground water body and the shaft flood of the river Warta, episode Strońsko GEOLOGY LONDON Pstrokonie province. Ontario. BIPROMEL Office of Studies and Projects of Agriculture Water Management, ul. Installers 9, Judgement of geotechnical conditions - soil water area designated for the construction of a hotel in Poznan, ul. Warsaw, Project 1999, geological work on the implementation and monitoring of the manholes in the area of \u200b\u200bgroundwater potential impact of the reservoir in Myszków Radzyny. Greater and Facilities Management Meliracji cross the river in the vicinity of the transit pipeline. Geotechnical documentation on establishing the foundation conditions of chemical modification of the foundations of buildings concentrated in the intermediate division ZWR Lubin KGHM. KGHM Polish Copper SA Branch betting bank of the Vistula River, Rudna Polkowice 59-320, 1999
Geotechnical documentation of the findings report of the tests of control of soil compaction performed in Geotechnical documentation on setting the conditions ground for the foundation in Teresin warehouses near Warsaw. GSE Poland Ul. Cool 29, Warsaw, 1999, Leszno, at the intersection of Mill, Szewska
foundation conditions cTechniczne silo site soil investigations in Bielawy Kujawy SA. Hochtief Poland sp z oo, al. Independence 6, Poznan. 2001
Geotechnical documentation on ground conditions and water area designated for the construction of a warehouse for the Lafarge Technical
soil investigations probing the static method from the lower section of the pipeline nadosadowych dump water from the reservoir Iron Bridge. KGHM Polish Copper SA 59-305 Rudna. 2001 The ementu and concrete in the ground water located in
report from field studies carried out by static probing - in CPTU Pątnów in Konin, together with the interpretation of test results. Geotechnical Laboratory, Dr. Ing. Vladimir KostrzewskiegoUl. Zagrodnicza 31 a, Poznan, 1999
Geotechnical documentation on ground conditions and "EKOCEM" in Dąbrowa. ground conditions and water land to be built on the storage building for the Agricultural University of Agriculture in Warsaw. Geotechnical documentation on ground conditions and ground water
Mining Water in Poznan, Ul. Piekary 17, Poznan, 1999
Technical Research on ground conditions and water in the area designated for the construction of a warehouse Michelin -
Control soil investigations at the left base landfill Iron Bridge geonor electrical piezometers (XI-XII). Part II - List piezometers installed geonor sediment storage at the Iron Bridge bundle piezometers under the second phase of work for the International Council of Experts (X-
Geotechnical documentation on the intended for building a residential building on ul. Murawa 12-18. Litoborski & dedicated to build a dry thread in the clinker-cement factory Lafarge
Part I - built documentation of the installation of geotechnical documentation on ground conditions and water area designated for building storage building - commercial DECATHLON with adjacent Geotechnical documentation on ground conditions and water area designated for development building, Small Animal Clinic SGGW, Warsaw. Street parking. Radzymińska in Warsaw "
ruling on geotechnical Geotechnical documentation on the condition of the Mound of Freedom and geotechnical parameters of the ground to assess the potential for further superstructure Mound. Poznanski Sports and Recreation Centre, ul. Chwiałkowskiego 34, 61-853 Poznan. 2001
ruling on the conditions for geotechnical and ground water from the collector of the proposed sanitary inspection tests
quality of embankments for the foundations of a warehouse and an administrative building and technical center and ground-water conditions for project quality control tests
powders excavating for the implementation of sanitary and collectors Rain on the construction of a logistics center in Jankowice LIDL gm. Tarnowo Podgórne. Geotechnical
Opinion on soil conditions and water area designated for the construction of Toyota Motor in cognition at al. Polish 1 / 2. D. Bońkowski and Company Sp. partnership, ul. Grunwaldzka 43a/11, 60-784 Poznan. 2001
Geotechnical documentation on ground conditions and water area designated for the construction of a warehouse for Lafarge in Gacki near Pińczów. GSE Poland sp z oo ul. Rzymowskiego 34, 02-697 Warszawa. 2001
Geotechnical Judgement on the ground conditions and water on the route of the proposed drain rain in Leszno.
Geotechnical documentation for the project to build a production hall's Benckiser in Nowy Dwor Mazowiecki.
logistics LIDL near Tarnow in Jankowice
technical research of the ground by probing the static area designated for the construction of XI_piętrowego building for residential and commercial streets in the area wilkokackiej-low
Geotechnical documentation on Geotechnical documentation on ground conditions and water area designated for the construction of a retail business "decision CPTU test results in the vicinity of the proposed power plant in Konin power plant Pątnów. Geotechnical conditions on the ground and water landing site for the project located on the eastern outskirts of the barrier reservoir parameters and ground water from pipeline crossing Kotowo - Wolsztyn Dojca river. Bureau of Studies and Projects and the interpretation of static probing GEOTECHNICAL LABORATORY Dr. Kostrzewski Vladimir, ul. Zagrodnicza 31A, 61-654 Poznan.
2001, Geotechnical documentation from field studies and laboratory within the construction headquarters building a logistics center near LIDL in Jankowice basis of. Iron Bridge. in Środa Wlkp Technical studies on ground conditions and ground-water area designated for the construction of production facility's ruling on the geotechnical ground conditions and water chamber for the project "Świnino II" include the pipeline from the pumping station's discharge pipe Tarnówek the nut from the water storage reservoirs. KGHM Polish Copper SA 59-305 Rudna. 2001 Technical
soil investigations in the area of \u200b\u200bfoundation grain elevator for Eurofarm in Zabkowice Śląskie. Technical research of the ground in the area of \u200b\u200bfoundation foundations of returning objects to the base load the cement in dynamic geotechnical ruling on the conditions of ground - ground water under the draft buffer tank for sewage treatment plants and water drainage chambers for the project on the pipeline drains within the B
Research and evaluation of density volume, moisture content and modules of natural strain of soil-gravel cushion on the floor and the foundations of plasterboard factory in Gackach. GSE Poland sp z oo ul. Rzymowskiego 34, 02-697 Warszawa. 2001
ruling on the geotechnical conditions gruntowychTechniczne soil investigations probing the static method in the construction of power unit power plant in Konin, Legnica. Geological and engineering documentation of static probing area designated for the construction of a cement plant "Podgrodzie" in Geotechnical documentation on ground conditions and water area designated for the construction of a retail company located RECE Poland Street. Of Music in Poznan. . Raciborowice.podłoża flotation sludge landfill "Iron Bridge" for the building project to the elevation 180 meters above sea level.
Technical research base land by Klosters Sp. s ro, ul.
study of density of the ground floors of production and warehouse hall "KNAUF" in Belchatow. Department of Geotechnics, Faculty of Civil Engineering Silesian University of Technology, ul. Academic
ground probing the static method in place of foundation pylon No. 1 at the plant site Pątnów in Konin. Technical Studies in the subsoil plot in Bukowno near near. Schneider Electric Bukowno Sp. s ro, ul. Bridge 17, 32-332 Bukowno. 2002
Geotechnical studies for the implementation of the projects forming dams and the ongoing operation of the landfill Iron Bridge.
Geotechnical documentation on ground conditions and water area designated for the construction of grain elevator in the Municipalities Borek. 2002
Evaluation of geotechnical parameters of the static method of probing the ground within a planned sewage treatment plant in Swidnica axis. Zawisza.
Technical studies of the density of the ground and embankment construction within the power unit "B" in Pątnów in Konin. Technical testing ground
Geotechnical documentation on ground conditions and ground water intended hydrogeological conditions and the purity of ground - water environment within the station. LGS, Postfnego to build a grain elevator in Ząbkowice Silesia. Documentation
geological - engineering the site provided for the construction of complex trade - service and the bus station on the premises of the bus + ecological inspection facilities enterprises of the bus station located in Poznań. Freight & Documentation Hydrogeological down
Geotechnical documentation on ground conditions on the ground conditions and water area designated for the construction of grain elevators in Henrys Lubański. PHU office "Eurofarm" Witold Duchniewicz, geotechnical studies for the implementation of the projects forming dams and the ongoing operation of the landfill on the premises of ProLogis in Teresin.
Geotechnical documentation on ground conditions and ground water Geotechnical documentation on ground conditions and ground water located in Puszczykowo Street. Yaroslav. Prof. Wojciech Kasprzak, ul. Nowowiejski 25 m 1, 61 -
Geotechnical documentation on ground conditions and water area designated for the construction of a warehouse building in the village near Izabelin Mościska. GSE Poland sp z oo ul. Rzymowskiego 34, 02-697 Warszawa. 2002, ongoing operation of the landfill Iron Bridge (section N-3 and N-4 dam north).
Geotechnical studies for the implementation of the projects forming dams and the ongoing operation of the landfill Iron Bridge (the western section II, III, IV and foreground
Geotechnical documentation on ground conditions and ground water under the proposed warehouse b and the condition of the embankment construction of the proposed floor b a warehouse intended
Opinion geotechnical ground conditions on land and water situated in the hills around cognition Przemyslaw. falcons wheel in Pruszkowa. Geotechnical studies on section E-1 Landfill Enterprise Geoprojekt Classifieds Geotechnical and Geological SC, st. intended to build a container terminal in the northern port of Gdansk. Geological Institute, ul. Rakowiecka 4, 00-975 Warszawa. 2004
Penetrant testing by static probing Pliocene clays from Warsaw. Warsaw University Faculty of Geology, Geotechnical documentation on ground conditions and water area designated for the construction of logistics magazine Geotechnical documentation on the evaluation of soil bearing capacity on the route of the proposed section of motorway A-2, circle-Dabie area P-9. POLBUD-Western Pomerania Sp. ro, Łącko 18, 88-170 Pakość. 2004 Update
diagnosis engineering-geological conditions of the substrate and sediment storage iron bridge for the design of dams for the molding of the crown elevation 165.0 m above sea level firewall East, Section E-1. PROXIMA SA, ul. Wierzbowa 15, 50-056 Wroclaw. 2004
Geotechnical documentation on the evaluation of soil bearing capacity on the route of the proposed section of motorway A-2, circle-Dabie area P-4, P-5, updated diagnosis of engineering-geological conditions of the substrate and sludge landfill Iron Geotechnical documentation on ground conditions and water with an assessment of endurance ground for the construction of Sewer Strzeszyńskie in.
Report on field investigations carried pentracyjnych statistical technique for probing in the area of \u200b\u200bfoundation piles under the foundation bridgehead highway A-2 on the right bank of the river Warta. Poznan University of Technology Institute of Civil Engineering, ul.
interpretation of test results of static probing carried out in the area of \u200b\u200bfoundation piles under the foundation bridgehead highway A-2 on the right bank of the river Warta. Poznan University of Technology Institute of Civil Engineering, ul. Piotrowo 5, 61-138 Poznan. 2005
Assessment of strength and deformation characteristics of land from the proposed road tunnels in Wloclawek (follow-up studies). POLBUD-Western Pomerania Sp. ro, Łącko 18, 88-170 Pakość. 2005
Geotechnical documentation on the structure and properties of the construction of the pavilion
Iron Bridge shopping for position verification in Section IV, geotechnical studies for the implementation of the projects forming dams and wKGHM Geotechnical documentation on ground conditions and water area designated for the construction of the pavilion shopping Konin, ul. John Paul II. AMJ
diagnosis Update engineering-geological conditions of the substrate and sludge disposal landfill Iron A bridge for the design of dams for the molding of the crown elevation 162.5 m above sea level. Update diagnosis engineering-geological conditions of the substrate and the formation of sediment storage dams for the crown elevation 162.5 m above sea level Geotechnical documentation on ground conditions and water in the area located near the Sokolow Pruszkow and destined for the extension of the pavilion mall. GSE Poland sp z oo ul. Rzymowskiego 34, 02-697 Warszawa. 2003
Control geotechnical investigation of Tertiary clays lying under
Control geotechnical investigation for the purpose of verifying the location of the curve filtration in the Massif
Opinion on the geotechnical geotechnical parameters on the ground within the construction hypermarket Castorama in Zielona Gora in the street near Avenue of the Polish Army - Unity Alley. KELLER POLAND Sp. ro Specialist Geologist LONDON Foundations of Technology, ul. Soybean 2d/30, 81-589 Gdynia.2003 the Geotechnical documentation on ground conditions and water area designated for the construction of warehouse and production hall in Sierosławiu. PASO Sp. s ro, ul. Baltic 24/26, 61-017 Poznan. 2004
Assessment of strength and deformation characteristics of the land from the proposed road tunnel in Wloclawek. POLBUD-Western Pomerania Sp. ro, Łącko 18, 88-170 Pakość. 2004, Geotechnical documentation for the site provided for the construction of commercial facility in the town of Lubin-Market, woj. Lubin area. Lower Silesia. Control
geotechnical investigation of Tertiary clays lying within the potential slip zone of the barrier east of the landfill Iron Bridge dilatometric method (DMT) firewall East, Section E-1-E cross section XVI, XVIII and XVIII-E aE. KGHM Polish Copper SA 59-305 Rudna. 2004
Geotechnical documentation on ground conditions and water area designated for the construction of the hall for the company WPP in Wroclaw, ul. Bor-Komorowski. GSE Poland sp z oo ul. Rzymowskiego 34, 02-697 Warszawa. 2004
flotation in section W-3 and N-2 landfill Iron Bridge by static probing (By computing ZEM No IW, II-W, the sixteenth-N, XVIa-N). KGHM Polish Copper SA 59-305
Geotechnical documentation on ground conditions and water area designated for the construction of a shopping center in Rzeszów ul. Cracow. WOMAK Sp. s ro, ul. Veit Stoss 15, 50-148 Wroclaw. 2004
Geotechnical documentation on ground conditions and ground water located in the town of Lubiewo plot No. 28 / 9 Drezdenko precinct. Stanislaw Szołkowski, ul. Update Umultowska
diagnosis engineering-geological conditions of the substrate and sediment storage Iron Bridge for the design of dams for the molding of the crown elevation 165.0 m above sea level, dam the northern section of the N-5ul. Wierzbowa 15, 50-056 Wroclaw. 2004
Geotechnical documentation on ground conditions and water surface area around the bridge supports made of 4, 5, 6 motorway bridge, MA 173rd STRABAG Sp. s ro, ul. Brecht 7,
update diagnosis engineering-geological conditions of the substrate and the Iron Bridge sewage disposal for the design of dams for the molding of the crown elevation 165.0 m above sea level rWyszyna Update from the motorway A-2 Episode 270 - 391
Geotechnical documentation on ground conditions and water
site report from field studies and interpretation of CPTU tests performed in the area of \u200b\u200bthe bridge MA-173-2 motorway and the town of Circle-Dęba. Poznan University of Technology Institute of Civil Engineering, ul. Piotrowo 5, 61-138 Poznan. 2005 ozpoznania engineering-geological conditions of the substrate and the Iron Bridge sewage disposal for the design of dams for the molding of the crown elevation 165.0 m above sea level, the construction of a detached house situated on plot No. 166 / 7 Street. Lubczykowej in. Leszek Skawiński, ul. Koronowska 8, 61-046 Poznan. proposed pumping station in the town
Geotechnical documentation on ground conditions and ground water located
Geotechnical documentation on ground conditions and water allocated land for the construction of the reservoir retention and purification from a-2 highway within the village landfill Iron Bridge. KGHM Polish Copper SA 59-305 Rudna. 2005 arsaw. 2005, Impact assessment of sediment storage water wysokozmineralizowanej nadosadowej the plasticity of soils.
Janowice. POLBUD-Western Pomerania Sp. ro, Łącko 18, 88-170 Pakość. 2005
site geotechnical conditions on the section of national road No. 27 in Division Wilkanów near the Green Mountains. Promost Sp. s ro, ul. Boh Westerplatte 11, 65-034 Zielona Gora. Trzebinia. 2005, Geotechnical documentation on the conditions
geotechnical parameters of the ground over a distance of 2005 Update
diagnosis engineering-geological conditions and ground conditions and geotechnical parameters of the substrate on the ring road stretch in Szubin km 64,400 - 64,500 and within the bridge abutments. SKANSKA SA Branch Road Building, National Projects, ul. Gen. J. Zajączka 9, 01-518 WXVIE, XVIb and XVII, Section E-1 and E-2 dam east
Geotechnical documentation on the evaluation of soil bearing capacity on the route of the proposed section of road leading to the node "Circle" A-2 highway , over the road Geotechnical studies for the optimization of the technological project construction and operation of a pond ZG "Trzebionka SA Trzebinia the elevation 340.0 m above sea level. Plants Mining "Trzebionka" SA, ul. Sikorski 71, 32-540 proposed access roads and engineering structures II bridge passage in Plock.
geotechnical parameters of the ground within the area designated for the construction of a warehouse and office building, provided to the superstructure, located in the municipality Baranow Tarnowo Podgórne. Strength Score
substrate on selected sections of motorway and-1 from the "Świerklany" to the state border in Gorzyczki. COMPLEX PROJECT Sp. s ro, Design and Consulting Office, Liberty Square 6 / 4, 40-078 Katowice. 2005
Laboratory soil cores taken from boreholes drilled for the installation of inclinometers and piezometers in sections
Geotechnical studies for the ongoing operation of the landfill Iron Bridge. KGHM
Geotechnical documentation on the geotechnical parameters of road embankment and the substrate on a stretch of motorway-2 Wheel - Dabie area of \u200b\u200bstrengthening OW OW 13 and 21st POLBUD-Geotechnical documentation on the geotechnical parameters of the ground on the site located at ul. Brilliant in. Cooperative soil and ground water located within the streets Factory and Memorial in.
Geotechnical Assessment of the subsoil after the reinforcements on the dedicated Geotechnical documentation on ground conditions and water area designated for the construction of production and warehouse hall for the company Zeelandia. Zeelandia Sp. s ro, ul. Sowia 6c, 62-080 Tarnowo Podgórne. 2006 Residential Grunwald Poznan, ul. Grunwaldzka 21, 60-783 Poznan. 2005 Technical Note on the construction of foundations and the ground beneath the foundations of a building intended for the superstructure, located in Baranow near Poznan. Petro-Oil, Greater Sales Center, ul. Obornicka 39, 62-002 Suchy Las. 2006
