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- W2339647746 abstract "The study area is a major cut on a new 6-lane highway that is currently under construction in the Sultanate of Oman. The road is approximately 250 km long and connects the towns of Bidbid and Sur. The cut area has twelve 8 m-high benches with an overall slope angle of approximately 72°, and excavation work is in progress to create three more benches, resulting in a total cut height of approximately 120 m above the road base level. The slope is primarily composed of ophiolites that consist of serpentinized and tectonized peridotites and gabbros. To mitigate geological hazards, various engineering solutions were recommended to ensure time/cost efficiency and the long-term stability of the overall slope, as well as minimizing bench-scale related instabilities. Data on the characteristics of the rock and discontinuities were collected using scan-line surveys. These data were utilized to perform rock mass classification, kinematic analysis, and slope stability (2-D) analyses for different scenarios. The analyses of the slope indicated that, in terms of global stability, critical conditions or failure will not occur. However, t bench-scale rock mass instability due to the presence of discontinuities is present; this may generate wedge sliding, planar sliding and toppling. Based on these results, recommended procedures included scaling, removal of unstable blocks, bolting, lining of berms, and rock-fall barriers." @default.
- W2339647746 created "2016-06-24" @default.
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- W2339647746 date "2016-01-01" @default.
- W2339647746 modified "2023-09-27" @default.
- W2339647746 title "Road Construction: Applied Concepts in Stability Analysis and Solutions for High Cut Slope" @default.
- W2339647746 hasPublicationYear "2016" @default.
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