Effect of Excavation Dewatering on Adjacent Structures

M. Zumrawi, E. Hassan
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引用次数: 2

Abstract

The study aims to investigate the effect of dewatering technique on retained ground and adjacent existing structures in order to avoid any damages that may occur. The paper presents three cases of potential structure failure caused by ground settlement as a result of dewatering. Two current construction projects in Khartoum North were selected as a case study. The two projects are located near Blue Nile River where ground water table exists at shallow depths. Dewatering to reduce the groundwater level was carried out in the two sites to facilitate excavation works. The buildings and road pavements around the two sites suffered serious damages due to excessive differential settlements of the retained ground. The study results showed that there are numerous sources of risks associated with performing dewatering. Therefore, developing appropriate plan for dewatering before construction is essential to mitigate any adverse impacts and avoid risks.
开挖降水对邻近结构的影响
本研究旨在探讨降水技术对保留地面及邻近既有结构的影响,以避免可能发生的破坏。本文介绍了降水引起的地面沉降引起结构潜在破坏的三个实例。选择喀土穆北部的两个在建项目作为案例研究。这两个项目位于地下水位较浅的青尼罗河附近。在两个地点进行了脱水以降低地下水位,以便进行挖掘工程。两个遗址周围的建筑物和道路由于遗留地面沉降过大而受到严重破坏。研究结果表明,有许多与脱水有关的风险来源。因此,在施工前制定适当的脱水计划对于减轻任何不利影响和避免风险至关重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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