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Design and construction of a permanent shotcrete lining—The A3 Hindhead Project, UK

机译:永久性喷射混凝土衬砌的设计和施工—英国A3 Hindhead项目

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This paper discusses the design and construction of a permanent shotcrete lining for the 1.8 km long A3 Hindhead twin bore highway tunnel that commenced construction in January 2008 and for which excavation and support was completed in March 2009. The tunnel is excavated within the Hythe Beds—a 90 m thick sequence within the Lower Greensand Series formation consisting of ‘weak, to very weak sandstone with occasional thin beds of fine sand’. The proposed construction methodology was progressive mechanical excavation of a horseshoe shaped tunnel with shotcrete installed in each excavation cycle using robotic spraying equipment. This paper describes the development of the innovative ‘permanent’ primary lining design including the modelling of the lining, specification of a durable shotcrete mix including early strength requirements, as well as details of the construction. This construction technique has proved to be very successful in ‘soft’ rock, and has local applicability to Auckland’s bedrock material, East Coast Bays Formation.
机译:本文讨论了1.8公里长的A3 Hindhead双孔公路隧道永久喷浆衬砌的设计和施工,该衬砌于2008年1月开始建设,并于2009年3月完成了开挖和支护。下格林沙德系列地层中一个90 m厚的层序,由“弱至非常薄的砂岩,偶有薄层细砂层”组成。拟议的施工方法是使用机器人喷涂设备对马蹄形隧道进行逐步机械开挖,并在每个开挖周期中安装喷射混凝土。本文介绍了创新的“永久性”主衬砌设计的开发情况,包括衬砌的建模,包括早期强度要求在内的耐久喷射混凝土混合物的规格以及构造细节。事实证明,这种施工技术在“软”岩石中非常成功,并且在奥克兰的基岩材料“东海岸海湾组”中具有局部适用性。

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