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pro vyhledávání: '"E. T. Selig"'
Autor:
E. T. Selig
Publikováno v:
Géotechnique. 37:247-254
For a two-layered soil system in which the upper layer is stiffer than the lower layer most analytical models predict a horizontal tensile stress in the bottom of the upper layer under vertical surface loading. For the usually assumed geostatic stres
Autor:
E. T. Selig
Publikováno v:
TRACK TECHNOLOGY
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdee20c7846b7baa6b05fc2ab765dcf3
https://doi.org/10.1680/tt.02289.0025
https://doi.org/10.1680/tt.02289.0025
Autor:
E. T. Selig
Publikováno v:
SAE Technical Paper Series.
Autor:
E. T. Selig
Publikováno v:
SAE Technical Paper Series.
Autor:
R. D. Nelson, E. T. Selig
Publikováno v:
SAE Technical Paper Series.
Autor:
E. T. Selig
Publikováno v:
Proceedings of the Second International Conference on the International Society for Terrain-Vehicle Systems
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d629c45fba9336f47d29505994b76db8
https://doi.org/10.3138/9781487584757-044
https://doi.org/10.3138/9781487584757-044
Autor:
E. T. Selig
Publikováno v:
SAE Technical Paper Series.
Autor:
E. T. Selig, Delon Hampton
Publikováno v:
SAE Technical Paper Series.
Autor:
E. T. Selig
Publikováno v:
SAE Technical Paper Series.
Autor:
E. T. Selig, Raymond Yong
Publikováno v:
Nature. 191:938-939
THE standard laboratory test method in soil mechanics for determination of the liquid limit of clays (upper plastic limit) depends on the facility of movement of particles relative to one another under conditions created by the test procedure. An int