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  • 1
    Online Resource
    Online Resource
    Informa UK Limited ; 2008
    In:  Soil and Sediment Contamination: An International Journal Vol. 17, No. 4 ( 2008-06-24), p. 323-345
    In: Soil and Sediment Contamination: An International Journal, Informa UK Limited, Vol. 17, No. 4 ( 2008-06-24), p. 323-345
    Type of Medium: Online Resource
    ISSN: 1532-0383 , 1549-7887
    Language: English
    Publisher: Informa UK Limited
    Publication Date: 2008
    detail.hit.zdb_id: 2038168-2
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  • 2
    Online Resource
    Online Resource
    Springer Science and Business Media LLC ; 2018
    In:  Wood Science and Technology Vol. 52, No. 6 ( 2018-11), p. 1527-1538
    In: Wood Science and Technology, Springer Science and Business Media LLC, Vol. 52, No. 6 ( 2018-11), p. 1527-1538
    Type of Medium: Online Resource
    ISSN: 0043-7719 , 1432-5225
    Language: English
    Publisher: Springer Science and Business Media LLC
    Publication Date: 2018
    detail.hit.zdb_id: 1468948-0
    SSG: 23
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  • 3
    Online Resource
    Online Resource
    SAGE Publications ; 2008
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2044, No. 1 ( 2008-01), p. 31-38
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2044, No. 1 ( 2008-01), p. 31-38
    Abstract: The European infrastructure asset has developed historically and is characterized by nation-specific construction processes. Inspection, condition assessment, and maintenance procedures differ from country to country. Because of historical and political circumstances, national infrastructure assets are maintained at different levels, too. Since the budget for maintaining the bridge infrastructure less and less meets the demands of a growing bridge stock, bridge inspection, maintenance, and life-cycle considerations gain higher importance. The need exists to develop effective diagnosis tools for early detection of construction faults, defects, and deterioration processes during inspection, to keep the bridge infrastructure at an acceptable level, from structural safety and economic viewpoints. An overview on the latest research projects and integrated bridge management systems in Europe is given. The potentials of nondestructive testing (NDT) are presented, with special focus on technical advances of NDT applications to reinforced concrete (RC) and posttensioned concrete bridges. Although NDT is not regularly integrated in these processes, the application brings valuable information on the current condition of the inner structure in called-in special inspections. NDT-automation and the application of imaging echo methods, combined with advanced data processing, produce a surprising level of information about the inner structure of massive RC slabs up to a depth of about 60 cm. Detected inhomogeneity and scatterers of acoustic or electromagnetic waves can be visualized in vertical or horizontal slices through the structure or animations. The fusion of different three-dimensional data sets of processed data improves the interpretability and accuracy of the results.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2008
    detail.hit.zdb_id: 2403378-9
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  • 4
    Online Resource
    Online Resource
    SAGE Publications ; 2006
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1943 ( 2006-01), p. 65-73
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1943 ( 2006-01), p. 65-73
    Type of Medium: Online Resource
    ISSN: 0361-1981
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2006
    detail.hit.zdb_id: 2403378-9
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  • 5
    Online Resource
    Online Resource
    Wiley ; 2016
    In:  Near Surface Geophysics Vol. 14, No. 6 ( 2016-12), p. 479-480
    In: Near Surface Geophysics, Wiley, Vol. 14, No. 6 ( 2016-12), p. 479-480
    Type of Medium: Online Resource
    ISSN: 1569-4445 , 1873-0604
    Language: English
    Publisher: Wiley
    Publication Date: 2016
    detail.hit.zdb_id: 2247665-9
    SSG: 16,13
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  • 6
    Online Resource
    Online Resource
    Wiley ; 2016
    In:  Near Surface Geophysics Vol. 14, No. 6 ( 2016-12), p. 503-512
    In: Near Surface Geophysics, Wiley, Vol. 14, No. 6 ( 2016-12), p. 503-512
    Abstract: For decades, the low‐strain impact integrity testing using a hammer blow is well established as a method of quality assurance for various pile types. However, this method has its limitations. Our research and development focuses on improving the excitation signal using a shaker system in contrast to the standard hammer method. Another approach is to increase the amount of sensors used during testing. The purpose is to identify the direction of wave propagation that gives advantages under difficult conditions, such as piles below structures. Pile integrity testing using a shaker system was performed on two 11‐m‐long piles of 90 cm in diameter. While one pile was intact, the other one showed a flaw at approximately 3.5 m below pile top, which was confirmed by standard pile integrity testing in 2012. A logarithmic sweep between 500 Hz and 1 KHz of 0.1 s was used as the input signal, being vertically injected into the pile. Prior to that, simulations on similar pile geometries showed that the depth of the pile toe as well as flaws within the pile can be extracted by applying regularised deconvolution. The result is the impulse response in the time domain. The application of deconvolution on the measured signals shows that it is possible to identify the pile length, but it is more difficult to clearly extract the flaw’s position in the pile. Additional digital signal processing techniques and the improvement of the regularised deconvolution method and the experimental setup need to be investigated. Another way to improve the pile integrity testing method is to use a multi‐channel sensor arrangement. By arranging several accelerometers vertically along the accessible part of the pile shaft, it is possible to distinguish between downward and upward travelling waves. Furthermore, it is possible to estimate the unknown wave speed, which gives the possibility of more accurate pile length calculations. The method was evaluated successfully during a measurement campaign of a slab foundation with subjacent piles. In 20 of 28 cases, the pile length could be detected accurately.
    Type of Medium: Online Resource
    ISSN: 1569-4445 , 1873-0604
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2016
    detail.hit.zdb_id: 2247665-9
    SSG: 16,13
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  • 7
    Online Resource
    Online Resource
    Walter de Gruyter GmbH ; 2018
    In:  Holzforschung Vol. 72, No. 6 ( 2018-6-27), p. 467-476
    In: Holzforschung, Walter de Gruyter GmbH, Vol. 72, No. 6 ( 2018-6-27), p. 467-476
    Abstract: This paper reviews state-of-the-art in nondestructive testing (NDT) and semidestructive testing (SDT) methods applicable for imaging the condition of structural timber. Both NDT and SDT imaging reveal defects, damages, and decay, while the extent of wood decay can also be quantified. Combined with an appropriate data interpretation concerning the internal defects, the mechanical properties of the material can also be assessed. The possibilities and limitations of the most relevant individual NDT and SDT methods, also in combination with each other, are outlined and compared. To facilitate comparison, many observations are reported based on the same test specimen.
    Type of Medium: Online Resource
    ISSN: 1437-434X , 0018-3830
    Language: English
    Publisher: Walter de Gruyter GmbH
    Publication Date: 2018
    detail.hit.zdb_id: 1466072-6
    SSG: 23
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  • 8
    Online Resource
    Online Resource
    Thomas Telford Ltd. ; 2014
    In:  Proceedings of the Institution of Civil Engineers - Geotechnical Engineering Vol. 167, No. 2 ( 2014-04), p. 217-226
    In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Thomas Telford Ltd., Vol. 167, No. 2 ( 2014-04), p. 217-226
    Abstract: Diaphragm walls are used to provide a stable and water-tight confinement for the construction of tunnels, underground railway stations, deep basements and other structures requiring deep excavations. These walls consist of individual panels, cast piece-wise in the ground, separated by water-tight joints. There are several methods to improve the water tightness of these joints, including rubber bands, metal sheets or precast concrete elements. In most cases, diaphragm walls perform very well. Quality problems, which occur in a few occasions, may be due to uncontrolled concrete flow between the joints, unexpected geological conditions or poor workmanship. Different methods of quality assurance are applied on construction sites. Sonar instruments can be used in a bentonite-filled trench to evaluate the shape of the excavation. An improved prototype instrument has been developed, including digital data-processing features, which allow the detection of even small anomalies at the stop-end surface before concreting the adjacent panel. The sonar sensor can be used in depths up to 200 m. Model experiments show that a centimetre resolution can be achieved. Set-up, model experiments and their results are shown. The prototype might be the basis of an easy-to-use commercial device.
    Type of Medium: Online Resource
    ISSN: 1353-2618 , 1751-8563
    Language: English
    Publisher: Thomas Telford Ltd.
    Publication Date: 2014
    detail.hit.zdb_id: 240740-1
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  • 9
    Online Resource
    Online Resource
    Elsevier BV ; 2020
    In:  Construction and Building Materials Vol. 241 ( 2020-04), p. 118032-
    In: Construction and Building Materials, Elsevier BV, Vol. 241 ( 2020-04), p. 118032-
    Type of Medium: Online Resource
    ISSN: 0950-0618
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2020
    detail.hit.zdb_id: 2002804-0
    detail.hit.zdb_id: 58896-9
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  • 10
    Online Resource
    Online Resource
    Elsevier BV ; 2006
    In:  Cement and Concrete Composites Vol. 28, No. 4 ( 2006-4), p. 317-320
    In: Cement and Concrete Composites, Elsevier BV, Vol. 28, No. 4 ( 2006-4), p. 317-320
    Type of Medium: Online Resource
    ISSN: 0958-9465
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2006
    detail.hit.zdb_id: 1502279-1
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