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- W2546452296 abstract "During and after the very wet 1991/1992 winter experienced in Jordan, significant instabili- ties occurred in several sections of the new Ir- bid-Amman Highway in Jordan. A potential impact of surface and subsurface flow on the failed areas was noted. This paper is concerned with a hydro- logical study of the Irbid-Amman Highway, includ- ing watershed characteristics, hydrological data analysis, and hydraulic analysis of remedial works to failed areas and other parts of the highway drai- nage to minimize the impact of surface runoff and the effects of subsurface water with respect to the stability of the upslope and to limit the porewater pressure within the road formation. The study shows that the culvert capacity and the discharge velocity of the cross-highway drainage are deficient. Recommendations (e.g. gabion cascades) are there- fore suggested to reduce drainage to the cross high- way drainage structures. Grouting is suggested to stabilize the embankments above the inlets to cul- verts. Remedial drainage works are suggested for each major failed area. These include: culverts, ta- ble drain, drainage blanket beneath road formation, cut-off drains above cuttings, subsurface drains into the cut in the vicinity of springs, curtain drain beneath the lined table drain, and others." @default.
- W2546452296 created "2016-11-11" @default.
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- W2546452296 date "1999-01-01" @default.
- W2546452296 modified "2023-09-26" @default.
- W2546452296 title "Modelling the effect of rainfall on instabilities of slopes along" @default.
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- W2546452296 hasPublicationYear "1999" @default.
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