pvd辅助疏浚沉积物在CDF中的固结:试验场的设计

M. Felici, E. Fratalocchi, M. Di Sante, Federica Pasqualini, E. Pasqualini
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引用次数: 0

摘要

在安科纳港(意大利)建造了一个密闭处理设施(CDF)来容纳受污染的疏浚沉积物。港务局打算有机会将填海土地用作储存区。由于疏浚沉积物在CDF中处理时通常具有非常高的空隙率,因此它们的固结对于实现适当的机械特性至关重要。正在计划通过预制垂直排水沟(PVDs)和路堤预压来加固沉积物。由于大应变的预期,非线性本构关系的压缩性和水力传导率需要模拟固结过程。为此,通过实验室测试来确定沉积物的压缩性和渗透性规律,然后进行现场调查(cptu和耗散测试)。设计了一个全尺寸的试验场来校准模型并建立操作程序。本文对试验场的设计准则进行了阐述和讨论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PVD-assisted consolidation of dredged sediments in a CDF: design of the test field
A confined disposal facility (CDF) was built at the Ancona Harbour (Italy) to host contaminated dredged sediments. The Port Authority intended to get the chance to use the reclaimed land as a storage area. Since dredged sediments typically have very high void ratios when disposed in a CDF, their consolidation is essential to achieve proper mechanical characteristics. Consolidation of sediments by prefabricated vertical drains (PVDs) and embankment preloading is being planned. Since large strains are expected, nonlinear constitutive relations for compressibility and hydraulic conductivity are required to model consolidation processes. For this purpose, sediments were characterised by laboratory tests to determine compressibility and permeability laws, followed by field investigations (CPTUs and dissipation tests). A full scale test field has been designed to calibrate modelling and set up the operating procedures. The paper illustrates and discusses the design criteria of the test field.
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