贝尔格莱德- niŠ e-75高速公路gorje polje - cariČina dolina路段1号地段3号路段加固,二期加强土施工

M. Janković, Marija Bakrač
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引用次数: 0

摘要

在E-75高速公路,贝尔格莱德-尼日什-前南斯拉夫马其顿边境,Gornje Polje - cariina Dolina, LOT 1段,3号Cut从876+ 325公里到876+ 825公里的施工过程中,违反了有条件稳定边坡的稳定性,危及了公路路线。根据大量的岩土工程调查结果,它是一个滑移机理复杂的大型滑坡。在二期工程中,预计在南莫拉瓦河左岸区域,从3 + 592公里到3 + 900.35公里(沿河流轴线),或从876 + 739,23公里到876 + 485公里(沿公路轴线),长度为300,50米的滑坡脚尖的稳定工作。这些工程包括在滑坡脚趾区建造12.5米高的加筋土路堤。路堤应作为压载物有助于边坡的稳定,并在道路偏离所需的开挖后重新分配质量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
STABILISATION OF CUT 3, LOT 1, SECTION GORJE POLJE – CARIČINA DOLINA, E-75 HIGHWAY, BELGRADE – NIŠ, PHASE II, REINFORCED SOIL CONSTRUCTION
During the execution of works on the E-75 highway, Belgrade-Niš - the border with FYR Macedonia, on section Gornje Polje - Caričina Dolina, LOT 1, on the Cut 3 from km 876+ 325 to km 876 + 825 there was a violation of the stability of a conditionally stable slope that jeopardizes the highway route. According results of extensive geotechnical investigations it is a huge landslide with a complex slip mechanism. Within the Phase II works on the stabilization of the landslide toe in the zone of the left bank of the South Morava River, in the length of 300,50 m, from km 3 + 592 to km 3 + 900.35 (along the axis of the river), or from km 876 + 739,23 to km 876 + 485 (along the axis of the highway) are foreseen. These works consist of constructing the reinforced soil embankment, up to 12.5 m height in the zone of toe of the landslide. The embankment shall contribute to the stabilization of the slope as a ballast, as well as redistribution of the mass after the excavation necessary for the road deviation.
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