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Development of a Core Barrel for an In Situ Measurement of the Thaw Consolidation Behavior of Permafrost

机译:开发用于永久冻土解冻固结特性的岩心桶的开发

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In permafrost areas, environmental changes, such as infrastructure, building, and climate change, have effects on the thermal regime of soil and can initiate permafrost degradation. As a result, this will lead to the degradation of the mechanical properties of the soil. Thus, good knowledge of permafrost characteristics is essential to make the right decisions during the design and construction phases of a project and to anticipate potential problems related to climate change. The goal of this project was to improve our capacity to characterize thaw-sensitive permafrost by developing a drilling tool that is able to carry out in situ tests. In partnership with the Mechanical Engineering Department of Laval University, an oedometric core barrel was designed, and a prototype was built. As the core barrel is modular, it is easy to clean and maintain. Once the barrel has penetrated frozen soils, thawing is initiated by an electric heating element. A pneumatic cylinder then allows the user to set a consolidation pressure, and drainage occurs radially along the first 20 cm of the core. The drained water is discharged at the top of the drill hole, and information on the thaw consolidation behavior is recorded during the test. The complete testing procedure can be made during the in situ drilling operation. In order to validate the testing procedure, laboratory tests were made in pure ice and synthetic permafrost reconstituted in barrels. The testing program has allowed improvement of the initial design of the equipment as well as the test procedure. The reliability of the thaw settlement/consolidation tests was evaluated for fine and coarse soils.
机译:在多年冻土地区,基础设施,建筑和气候变化等环境变化会影响土壤的热状况,并可能引发永冻土退化。结果,这将导致土壤机械性能的下降。因此,对多年冻土特性的充分了解对于在项目的设计和施工阶段做出正确的决策以及预测与气候变化有关的潜在问题至关重要。该项目的目的是通过开发能够进行原位测试的钻探工具来提高我们表征融化冻土的能力。与拉伐尔大学机械工程系合作,设计了测功测芯管,并制作了原型。由于芯筒是模块化的,因此易于清洁和维护。一旦桶穿透了冻结的土壤,就通过电加热元件开始融化。然后,气压缸允许用户设置固结压力,并且沿芯子的前20 cm径向发生排水。排水从钻孔顶部排出,并且在测试过程中会记录有关融化固结行为的信息。完整的测试程序可以在原位钻井作业中进行。为了验证测试程序,在纯冰中配制了实验室测试,并在桶中重组了永久冻土。测试程序可以改善设备的初始设计以及测试程序。对细土和粗土的融化沉降/固结测试的可靠性进行了评估。

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