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Ye, Guang (author)
The aim of this thesis was to investigate and to simulate the development of the microstructure, porosity and permeability in hardening cement-based materials. Based on experimental information and the cement hydration model HYMOSTRUC, the microstructural details including porosity, connectivity of pores and pore size distribution were...
doctoral thesis 2003
document
Cortis, A. (author), Smeulders, D.M.J. (author), Guermond, J.L. (author), Lafarge, D. (author)
The high-frequency behavior of the fluid velocity patterns for smooth and corrugated pore channels is studied. The classical approach of Johnson et al. [J. Fluid Mech. 176, 379 (1987)] for smooth geometries is obtained in different manners, thus clarifying differences with Sheng and Zhou [Phys. Rev. Lett. 61, 1591 (1988)] and Avellaneda and...
journal article 2003
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Klein Breteler, M. (author)
report 2002
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Kuiper, C. (author), Klein Breteler, M. (author)
report 2001
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Smith, G.M. (author), Klein Breteler, M. (author)
report 2000
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Klein Breteler, M. (author)
report 1999
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Klein Breteler, M. (author)
report 1999
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Merckelbach, L.M. (author)
Many harbours in the world suffer from high siltation rates in their basins. To guarantee safe shipping, harbour authorities have to maintain the navigable depth by dredging large amounts of mud. Some authorities relate the navigable depth to the depth at which the density is equal to a certain value, e.g. 1200 kg/m3. However, the shear strength...
report 1998
document
Juhl, J. (author)
The influence of permeability and stone gradation on the reshaping and wave overtopping of berm breakwaters was studied by flume model tests. Another aspect studied was the difference in reshaping comparing a berm breakwater constructed of two stone classes and a more stable Icelandic type of berm breakwater with the largest berm stones used as...
report 1997
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Juhl, J. (author), Jensen, M.S. (author)
The influence of permeability and stone gradation on the reshaping and wave overtopping of berm breakwaters was studied as part of this research. Another aspect studied was the difference in reshaping comparing a berm breakwater constructed of two stone classes and a more stable Icelandic type of berm breakwater built of three stone classes with...
report 1996
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Petit, H.A.H. (author), Bosch, P. van den (author), Gent, M.R.A. van (author)
report 1994
document
Klein Breteler, M. (author)
report 1990
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Klein Breteler, M. (author), Laboyrie, J.H. (author), Verheij, H.J. (author)
Erosion of banks and dikes subjected to water motion can be prevented, for instance by application of cellular concrete revetment blocks. This type of revetment combined the merits of a closed block revetment and a slope revetment consisting of loose materials. Advantages are high permeability, high stability against wave attack and low block...
report 1988
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Klein Breteler, M. (author), Bezuijen, A. (author)
The permeability of a layer of closely placed concrete blocks on a sublayer of gravel or sand without a geotextile has been investigated. The results indicate that the permeability of the blocks can be described as a combination of the permeability of the joints and the permeability of the the gravel just below the blocks. The permeability of...
report 1988
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Maat, S. (author)
report 1984
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Thabet, R.A.H.A. (author)
report 1972
document
report 1963
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