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21. |
Hydroturf |
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Canadian Geotechnical Journal,
Volume 16,
Issue 1,
1979,
Page 236-242
Robert Mitchell,
Fadel El Komos,
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PDF (1199KB)
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摘要:
As part of a general study of various applications of hydraulic stabilization in earthworks, a project on hydraulic stabilization of turfed surfaces was initiated. The principle use of a hydraulically stabilized turfed surface (Hydroturf) is to improve the performance characteristics of natural turf sports fields under adverse weather conditions. Hydroturf is composed of any natural topsoil underlain by a filter medium that can be maintained at pressures less than atmospheric pressure.Model tests reported in this paper show that the benefits of Hydroturf are increased surface strength under wet conditions and internal drainage of surface water during rainfall. The Hydroturf system is designed for temporary hydraulic stabilization and would generally be operated only when the surface is in use during rainfall. Hydroturf offers an economical alternative to artificial turfs for all-weather sports surfaces and is ideal for improving existing natural turf fields where only heavy-wear areas need to be improved.
ISSN:0008-3674
DOI:10.1139/t79-021
出版商:NRC Research Press
年代:1979
数据来源: NRC
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22. |
A slope failure in till at Lebret, Saskatchewan, Canada |
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Canadian Geotechnical Journal,
Volume 16,
Issue 1,
1979,
Page 242-250
E. Karl Sauer,
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PDF (1572KB)
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摘要:
Landslides in glacial deposits are relatively rare in southern Saskatchewan, especially in till. Till is generally a very stable material so that in order for failures to occur, some stratigraphic discontinuity must exist. A landslide at Lebret, Saskatchewan, has occurred in a generally stable area. The slide has many unusual aspects to it. It is apparently taking place on a single circular surface, whereas most slides in this region are of the multiple retrogressive form with composite failure surfaces. The slide has very large dimensions compared to other slides in this area. Theaverage surface slope on the surface of the slide is relatively steep at 20°. There is no active undercutting or activity of man to cause the failure. The stratigraphy at the site does not correlate with the drift stratigraphy in the area, indicating glacial disturbance of the established stratigraphic sequénce, which would account for the fact that it is the only slide in an otherwise stable area.
ISSN:0008-3674
DOI:10.1139/t79-022
出版商:NRC Research Press
年代:1979
数据来源: NRC
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23. |
Terrassement dans les terrains aquifères: Book review |
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Canadian Geotechnical Journal,
Volume 16,
Issue 1,
1979,
Page 251-251
Laval Samson,
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PDF (142KB)
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ISSN:0008-3674
DOI:10.1139/t79-023
出版商:NRC Research Press
年代:1979
数据来源: NRC
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24. |
Principles of isotope geology: Book review |
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Canadian Geotechnical Journal,
Volume 16,
Issue 1,
1979,
Page 252-252
P. Fritz,
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PDF (135KB)
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ISSN:0008-3674
DOI:10.1139/t79-024
出版商:NRC Research Press
年代:1979
数据来源: NRC
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25. |
Structural and geotechnical mechanics: Book review |
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Canadian Geotechnical Journal,
Volume 16,
Issue 1,
1979,
Page 253-254
M. Novak,
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PDF (271KB)
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ISSN:0008-3674
DOI:10.1139/t79-025
出版商:NRC Research Press
年代:1979
数据来源: NRC
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26. |
Addendum: Engineering geological maps: a guide to their preparation: Book review |
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Canadian Geotechnical Journal,
Volume 16,
Issue 1,
1979,
Page 254-254
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PDF (118KB)
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ISSN:0008-3674
DOI:10.1139/t79-027
出版商:NRC Research Press
年代:1979
数据来源: NRC
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