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Mechanical behaviour of a sprayed concrete lining isolated by a sprayed waterproofing membrane

机译:喷涂防水膜隔离的喷涂混凝土衬砌的机械性能

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A waterproofing membrane has an important role in a sprayed concrete lined (SCL) tunnel. In this study, the mechanical behaviour of an SCL with a sprayed waterproofing membrane was investigated by laboratory testing. Two different types of tests were performed to examine the behaviour at different parts of an SCL tunnel linings around a tunnel junction. A four-point bending test was conducted to investigate the behaviour of tunnel linings under a large bending moment, which would represent a section near the opening of a tunnel junction. An eccentric compression test was conducted to investigate the behaviour of tunnel linings under a large compressive axial force (hoop stress) and a relatively small bending moment, which would represent a section at the opposite side of the opening of a tunnel junction. Both test results indicate that an SCL with a sprayed waterproofing membrane behaved as a composite section with very limited slip at the interfaces. Designing the primary lining, the waterproofing membrane and the secondary lining of an SCL tunnel as a composite section could have significant practical implications including time and cost savings. (C) 2015 Elsevier Ltd. All rights reserved.
机译:防水膜在喷涂混凝土衬砌(SCL)隧道中具有重要作用。在这项研究中,通过实验室测试研究了带有喷涂防水膜的SCL的机械性能。进行了两种不同类型的测试,以检查隧道结周围的SCL隧道衬砌不同部分的行为。进行了四点弯曲试验,以研究在大弯矩作用下隧道衬砌的行为,该弯矩代表隧道结口附近的截面。进行了偏心压缩试验,以研究隧道衬砌在较大的轴向压缩力(环向应力)和相对较小的弯矩下的行为,弯矩表示隧道结开口相对侧的截面。两项测试结果均表明,带有喷涂防水膜的SCL表现为复合截面,界面处的滑移非常有限。将SCL隧道的主要衬砌,防水膜和次要衬砌设计为复合部分可能会产生重大的实际意义,包括节省时间和成本。 (C)2015 Elsevier Ltd.保留所有权利。

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