Challenges and Uncertainties Relating to Open Caissons

F. Abdrabbo, K. E. Gaaver
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引用次数: 14

Abstract

Abstract Open caissons are used for many geotechnical engineering applications. Open caissons may be used as deep foundation elements bypassing weak soils to tip in firm deeper strata, and in rivers and maritime construction to reduce the risk of scour. Open caissons are also used for collecting sewage water through gravity sewer pipe networks or from sewer force mains. In such applications, the design and construction of open caissons require a detailed soil investigation program. In this way, the design and construction plan of an open caisson can be developed with full knowledge of the prevailing subsoil conditions. The engineering and construction techniques are key factors to achieve functional caissons. Based on close observations during construction stages, the current study presents some challenges that were encountered during the construction of two open caissons of internal diameters 20 m and 10 m (65.6 ft and 32.8 ft). This paper describes the procedure followed to alleviate the construction difficulties encountered. Site exploration program and control measures required to satisfy design and construction requirements are crucial aspects. Sinking of open caissons in dense or very dense sands is risky. Incorrect sinking of open caissons may cause extra cost, delay in construction, and harm to nearby structures. Air/water jetting near the cutting edge of an open caisson, outside slurry trench, and/or inside open trench may be used to drive an open caisson downward. Unsymmetrical work around an open caisson may lead to tilting of the caisson. If this occurs, the tilt should be immediately corrected before resuming the sinking process. Improper cleaning of fine materials on the caisson’s excavation bed, and/or inappropriate pouring of underwater concrete may result in a defective concrete seal. The paper contains a series of practical guidelines to assist those intending to use open caissons, and shares good caisson sinking practice with practitioners. Finally, the study aims to understand the difficulties encountered and to anticipate future problems.
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与开放式沉箱相关的挑战和不确定性
摘要敞开式沉箱在岩土工程中有着广泛的应用。开式沉箱可作为深层基础构件,绕过软弱的土壤,在坚固的深层地层、河流和海上建筑中倾倒,以减少冲刷的风险。开放式沉箱也用于通过重力排污管网或从排污总管收集污水。在这种应用中,设计和建造开放式沉箱需要详细的土壤调查方案。通过这种方式,可以在充分了解现行底土条件的情况下制定开放式沉箱的设计和施工方案。工程施工技术是实现沉箱功能的关键因素。基于施工阶段的密切观察,目前的研究提出了两个内径为20米和10米(65.6英尺和32.8英尺)的开放式沉箱在施工过程中遇到的一些挑战。本文介绍了为减轻施工中遇到的困难所遵循的程序。场地勘查方案和控制措施是满足设计和施工要求的关键环节。在致密或非常致密的沙子中沉箱是危险的。不正确的沉箱下沉可能会造成额外的成本,延误施工,并对附近的结构造成伤害。在露天沉箱、泥浆沟外和/或露天沟内的切割边缘附近的空气/水射流可用于推动露天沉箱向下。开式沉箱周围不对称的工作可能导致沉箱倾斜。如果发生这种情况,在恢复下沉过程之前,应立即纠正倾斜。对沉箱开挖床上的细料清洗不当和/或水下混凝土浇筑不当都可能导致混凝土密封不良。本文包含了一系列实用指南,以帮助那些打算使用开放式沉箱,并与从业者分享良好的沉箱下沉实践。最后,研究的目的是了解遇到的困难和预测未来的问题。
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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