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The tunnel sealing experiment: An international study of full-scale seals

机译:隧道密封实验:国际上对全尺寸密封的研究

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The Tunnel Sealing Experiment (TSX), a major international experiment, demonstrating technologies for tunnel sealing at in situ full-scale, was conducted at Atomic Energy of Canada Limited's Underground Research Laboratory (URL). The objective of the experiment was to demonstrate technologies for construction of bentonite and concrete bulkheads, to quantify the performance of each bulkhead and to document the factors that affect the performance. It was not the purpose of the experiment to demonstrate an optimized bulkhead. Two bulkheads, one composed of low-heat high-performance concrete and the other of highly compacted sand-bentonite material, were constructed in a tunnel in unfractured granitic rock at the URL. The chamber between the two bulkheads was pressurized with water to 4 MPa in a series of steps over a two-year period. The ultimate pressure is representative of the ambient pore pressures in the rock at a depth of 420 m. The first phase of the TSX was conducted at ambient temperature (15 ℃) while a second phase involved heating the pressurized water between the bulkheads with temperatures ultimately reaching 65 ℃ near the upstream face of both bulkheads. Instrumentation in the experiment monitored parameters that are important indicators for bulkhead performance. Seepage was measured at both bulkheads and any other leakage points from the tunnel to maintain a water balance. At 4 MPa pressure in the tunnel and ambient temperature the clay and concrete bulkheads had seepage rates of 1 mL/min and 10 mL/min respectively. Heating caused the concrete bulkhead to expand by a maximum of 0.2 mm, further reducing seepage to 2 mL/min. Heating did not affect the seepage rate at the clay bulkhead. The paper provides an overview of the project.
机译:隧道密封实验(TSX)是一项重大的国际实验,在加拿大原子能有限公司地下研究实验室(URL)进行了现场全尺寸隧道密封技术的演示。实验的目的是演示膨润土和混凝土舱壁的建造技术,量化每个舱壁的性能,并记录影响性能的因素。证明优化的舱壁不是实验的目的。在URL处未破裂的花岗岩岩石中的隧道中,建造了两个隔板,一个由低热高性能混凝土组成,另一个由高密度的膨润土材料制成。在两年的时间内,通过一系列步骤将两个隔板之间的腔室用水加压至4 MPa。极限压力代表岩石在420 m深度处的环境孔隙压力。 TSX的第一阶段在环境温度(15℃)下进行,而第二阶段涉及加热舱壁之间的加压水,最终温度在两个舱壁的上游面附近达到65℃。实验中的仪器监控参数,这些参数是衡量舱壁性能的重要指标。在两个舱壁和隧道的任何其他渗漏点都测量了渗流,以保持水的平衡。在隧道中处于4 MPa压力和环境温度下,粘土和混凝土舱壁的渗漏速率分别为1 mL / min和10 mL / min。加热使混凝土舱壁最大膨胀0.2毫米,从而进一步将渗漏降至2毫升/分钟。加热不影响粘土舱壁的渗透率。本文提供了该项目的概述。

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