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Offshore Jet Grouting - A Case Study

机译:海上喷射注浆-案例研究

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摘要

Having high budgets and construction difficulties, offshore structures serve sensible and attractive solutions with an expanding application area all over the world. Because of the marine sediment layers, generally offshore structures subject to be constructed on unfavorable soil conditions. A similar problem was encountered in the scope of an offshore plaza structure in Doha Port, Qatar. Since marine sediments exist with a thickness varying between 3 m to 12 m on the Simsima Limestone bedrock, soil improvement was recommended prior to plaza construction. Some locations of the site were filled and as a result dredging of the made ground was required before soil improvement works. Sea bed was dredged at a depth of -6.00 m and a flat platform was formed prior to soil improvement works. For soil improvement, offshore jet grouting technique is designed and implemented in accordance with the soil conditions and structural surface loadings. O80 cm diameter jet grout columns are constructed to a depth of bedrock. System is modeled in Plaxis 3D Foundation and checked in order to fulfill the settlement criteria considering embankment and superstructural loadings. For jet grouting applications a spud barge and a cantilever platform which is carried with a crane are mobilized to the site. Jet grouting is operated on this barge and cantilever platform simultaneously, in order to meet the tight construction schedule. After the soil improvement works, the seabed is dredged and plaza blocks are placed on a granular capping layer which is placed on the jet grout columns. In the scope of the quality control works core samples are taken from the jet grout columns and uniaxial pressure tests are performed to determine the modulus and strength of soilcrete. Since application difficulties and tight schedule of the constructions as in Doha Port, selection of a proper soil improvement method has provided important benefit to the project. It is again proved that, jet grouting is a convenient method because of versatile equipment, high production rate and a reliable output with a sufficient quality control for offshore soil improvement works.
机译:由于预算高昂且施工困难,海上结构为全球范围内不断扩大的应用领域提供了明智且有吸引力的解决方案。由于存在海洋沉积物层,因此通常在不利的土壤条件下建造海上建筑物。在卡塔尔多哈港的海上广场结构范围内也遇到了类似的问题。由于Simsima石灰岩基岩上的海洋沉积物厚度在3 m至12 m之间,因此建议在建造广场之前对土壤进行改良。该场地的某些位置已被填满,因此在进行土壤改良工作之前,需要疏通已修整的地面。在改良土壤之前,挖深了-6.00 m的海床并形成了平坦的平台。为了改良土壤,根据土壤条件和结构表面荷载设计并实施了海上喷射灌浆技术。直径为80厘米的喷射灌浆柱构造为基岩深度。在Plaxis 3D Foundation中对系统进行了建模,并进行了检查,以考虑路堤和上层建筑的荷载来满足沉降标准。对于喷射注浆应用,将随车吊起的桩驳船和悬臂平台移动到现场。为了满足紧张的施工进度,在该驳船和悬臂平台上同时进行喷浆灌浆。土壤改良工作完成后,疏通海床,将广场砖放在颗粒状覆盖层上,该覆盖层位于喷射灌浆柱上。在质量控制工作的范围内,从喷射灌浆柱中取出岩心样品,并进行单轴压力测试以确定土坯的模量和强度。由于在多哈港的施工过程中存在施工困难和工期紧的问题,因此选择合适的土壤改良方法为该项目带来了重要的好处。再次证明,喷射注浆是一种方便的方法,因为它具有多功能的设备,高的生产率和可靠的产量,并具有足够的质量控制能力,可用于近海土壤改良工程。

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