Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Jamie F. López-Soto"'
Autor:
Jamie F. López-Soto, Bryant A. Robbins
The critical shear stress and erodibility of soil are fundamental parameters for modeling embankment breaching. Unfortunately, very few studies have examined the erosion characteristics of soils consisting predominantly of particles larger than sand.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c8ee99c23cba5263404176e68f22e5a
https://doi.org/10.21079/11681/42443
https://doi.org/10.21079/11681/42443
Autor:
Daniel Leavell, Axel M. Montalvo-Bartolomei, Bryant A. Robbins, Isaac J. Stephens, Jamie F. López-Soto
Publikováno v:
Canadian Geotechnical Journal. 55:1552-1563
Results of an experimental study are presented in which the horizontal, critical gradient required for backward erosion piping of fine gravel was measured. A horizontal flume was constructed that allowed samples to be subjected to a vertical confinin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ad1949398946f5e71a5fa7aa1da4bfb4
https://doi.org/10.1139/cgj-2016-0350
https://doi.org/10.1139/cgj-2016-0350
Autor:
Axel M. Montalvo-Bartolomei, John W. Murphy, Bryant A. Robbins, Jamie F. López-Soto, Vera M. van Beek
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 18:266-279
A new type of laboratory test has been developed for measuring the local hydraulic conditions required for the progression of backward erosion piping, an internal erosion mechanism for water-retaining structures. The device consists of clear acrylic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a7966f389a7e9c908008e4b8ed33812
https://doi.org/10.1680/jphmg.17.00016
https://doi.org/10.1680/jphmg.17.00016