Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Failure of side-hill highway fill
Discussion of Tennessee roadway failure found to be caused by sliding of fill on water-saturated plastic clay overburden, by small fault which enabled surface water to penetrate deeply, and by use of limy shale blocks from excavation to build up fill; 2 alternative remedies suggested are removal of rock fill and plastic clay overburden and rebuilding of fill with good rock, and construction of bridge across unstable area.
Failure of side-hill highway fill
Discussion of Tennessee roadway failure found to be caused by sliding of fill on water-saturated plastic clay overburden, by small fault which enabled surface water to penetrate deeply, and by use of limy shale blocks from excavation to build up fill; 2 alternative remedies suggested are removal of rock fill and plastic clay overburden and rebuilding of fill with good rock, and construction of bridge across unstable area.
Failure of side-hill highway fill
Civ Eng (NY)
Rowan, W.H. (Autor:in) / Pierce, T.R. (Autor:in) / Webb, R. (Autor:in)
1963
2 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Failure of Highway Fill and Investigation into its Causes
British Library Conference Proceedings | 1993
|Engineering Index Backfile | 1957
Stabilization of a 70-ft-High Side-Hill Fill in West Virginia
British Library Conference Proceedings | 2010
|Pre-wetting highway fill material
Engineering Index Backfile | 1960