6th Oct 2020
This paper studies the difference between loaded and unloaded measurements in railway track inspection, using experimental and numerical methods. After that, a case study on the unloaded measurement method, using Geo-data collected by Fugro’s RILA technology, is presented, wherein a section of track was measured every month.
DOI: 10.1016/j.measurement.2020.108556
19th Aug 2020
High-rise buildings in the western part of The Netherlands are subject to settlement as a result of compression of deep-lying cohesive layers.
DOI: 10.15488/9342
3rd Aug 2020
The Atlantic OCS is the starting point for offshore wind-based energy projects in the U.S and Fugro is adapting proven integrated site characterization services to the specific needs of the clients.
10th Jun 2020
The Voigtländer camera production site in Braunschweig was operated until 1972. The facility’s use of chlorinated solvents for grease removal led to significant soil and groundwater contamination.
DOI: 10.1007/s00767-012-0187-z
3rd Jun 2020
This paper illustrates the usefulness of prescreening methods for an effective characterization of polluted sites.
DOI: 10.1007/s11356-015-4649-6
3rd Jun 2020
This paper will highlight the positive effects of increased investigation efforts on reduction of total remediation costs at a specific site.
DOI: 10.1002/cepa.710
3rd Jun 2020
We present the development and the characterization of a new kind of NZVI with several advantages on the basis of laboratory experiments.
DOI: 10.1007/s12665-014-3239-0
19th May 2020
We propose a more robust procedure than the traditional 3D seismic maximum negative amplitude volume extraction analysis to improve shallow gas assessments for sites on the North Slope, Alaska.
DOI: 10.4043/30620-MS
19th May 2020
Geophysical seismic surveys have been applied to marine geo-site characterization to create images of the complex geological conditions under the seafloor.
DOI: 10.4043/30573-MS
19th May 2020
The Prelude FLNG facility anchoring system is based on a turret with 16 anchor legs, each connected to driven anchor piles in generally very weak and variable carbonate soils.
DOI: 10.4043/30492-MS