Zobrazeno 1 - 10
of 28
pro vyhledávání: '"W. F. Van Impe"'
Publikováno v:
Soils and Foundations. 55:1474-1486
When constructing off-shore land reclamations, one aims to ensure that the final soil mass fulfills certain minimal criteria related to shear strength, stiffness and resistance against liquefaction. In general, these characteristics improve with incr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c8b6850ac45d5782f0141786b75c34ce
https://doi.org/10.1016/j.sandf.2015.10.012
https://doi.org/10.1016/j.sandf.2015.10.012
Publikováno v:
Soft Soil Engineering ISBN: 9780203739501
The management and storage of fine-grained dredged materials remains a prime objective in all countries, which exhibit a considerable level of maritime activity. As long as recycling techniques are not feasible, underwater storage of the dredged mate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7621957b3294bf265740650c3b59950
https://doi.org/10.1201/9780203739501-74
https://doi.org/10.1201/9780203739501-74
Discussion of an instrumented screw pile load test and connected pile group load settlement behavior
Publikováno v:
Journal of Geo-Engineering Sciences. 1:13-36
The aim of the paper is to discuss a fully instrumented screw pile load test up to failure, in difficult heterogeneous soil conditions along the shaft. The pre-stressing of the pile during its installation process has been brought to attention as an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64df9734bab882bfd7c016acf2276ce2
https://doi.org/10.3233/jgs-130011
https://doi.org/10.3233/jgs-130011
Autor:
W F Van Impe, R. D. Verástegui Flores
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 10:15-22
The aim of the present paper is to discuss the laboratory and in situ behaviour of an artificially cemented dredged material. An extensive laboratory testing campaign carried out on soft soil specimens, mechanically mixed with different binders, demo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c45323fef64f044b02654b13d0ba597
https://doi.org/10.1680/grim.2006.10.1.15
https://doi.org/10.1680/grim.2006.10.1.15
Autor:
W. F. Van Impe, Wim Haegeman
Publikováno v:
Journal of Environmental and Engineering Geophysics. 4:27-33
Nonintrusive Rayleigh wave investigation using the Spectral‐Analysis‐of‐Surface‐Waves (SASW) technique is a powerful tool for characterization of waste disposal sites in a broad range of waste materials. Applications of SASW surveys for site
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b2a641d581d6bbd388176bd5dfe5430
https://doi.org/10.4133/jeeg4.1.27
https://doi.org/10.4133/jeeg4.1.27
Autor:
Abdelmalek Bouazza, W F Van Impe
Publikováno v:
Environmental Geology. 35:41-54
Since the beginning of the 1980s waste disposal has become a particularly sensitive issue. This has led to the development of new legislations in the European Community and internationally which resulted in an array of regulations concerning landfill
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e471995c7f23f7a8c3f53c9a70eafe8c
https://doi.org/10.1007/s002540050291
https://doi.org/10.1007/s002540050291
Autor:
W. F. Van Impe, Wim Haegeman
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 2:75-79
For several years a vacuum consolidation was applied on a disposal of dredged sludge in order to speed up the consolidation. The disposal with an initial thickness of about 8 m was covered with a sand layer of 0·5 m and topped with an high-density p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cddc4906c2c8dd181a2fc50fd89f722e
https://doi.org/10.1680/gi.1998.020203
https://doi.org/10.1680/gi.1998.020203
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 1:179-191
The previous papers in this series concerning soil improvement experiences in Belgium dealt with a general overview of soil improvement techniques and an overview of performance practice and design aspects. To conclude this series, some relevant case
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db747dedb94489e8058aa0a010b45835
https://doi.org/10.1680/gi.1997.010401
https://doi.org/10.1680/gi.1997.010401
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 1:157-168
This paper forms the second part in a series of three contributions on the soil improvement experience in Belgium. In the first part an overview of the soil improvement techniques most used in Belgium, including the heavy tamping methods, was given.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::11aeade081a88e69f34757f3729cd255
https://doi.org/10.1680/gi.1997.010303
https://doi.org/10.1680/gi.1997.010303