Li Zijian, Diao Pinxin, Lu Weihua, Zhang Yongxing
School of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China.
Materials (Basel). 2023 Dec 11;16(24):7590. doi: 10.3390/ma16247590.
Single-layer tunnel lining using shotcrete has the significant advantages of reducing the tunnel excavation volume and saving construction materials, which has been gradually applied in tunnel construction. The high-performance concretes are generally adopted in single-layer tunnel lining for enhancing the bearing capacity of the tunnel lining, whereas the single-layer tunnel lining may still induce damages due to the adverse conditions such as shallow buried depth of the tunnel, and further study related to its application condition is thus required. This paper presents a study of the single-layer tunnel lining with shotcrete employed for supporting the large-span tunnel, in which the reinforcement ribs are also adopted in the single-layer lining for improving the lining stiffness and strength. The study is implemented using numerical simulation, focusing on the safety and performance variation of the single-layer tunnel lining influenced from the varied lining thicknesses and shallow buried depths of the tunnel. The results shows that the single-layer tunnel lining has the obvious advantage of toughness in significantly absorbing large deformation of surrounding rocks and improving the ability to resist lining cracking. The results also demonstrate that the single-layer tunnel lining with shotcrete and reinforcement ribs can safely support the large-span tunnel, in which the stability and safety of the large-span tunnel are confirmed from both the tunnel deformation and lining stresses. Moreover, the factors related to both the lining thickness and shallow buried depth of the tunnel have great influence on the single-layer tunnel lining with shotcrete and reinforcement ribs, in which the insufficient lining thickness and excessive shallow buried depth of the tunnel can induce the damages of the single-layer tunnel lining due to shotcrete stresses exceeding its strength. This study provides some references of employing the single-layer tunnel lining with shotcrete and reinforcement ribs for supporting large-span tunnel.
采用喷射混凝土的单层隧道衬砌具有减少隧道开挖量和节省建筑材料的显著优点,已逐渐应用于隧道建设中。单层隧道衬砌一般采用高性能混凝土来提高衬砌的承载能力,然而,由于隧道埋深较浅等不利条件,单层隧道衬砌仍可能产生损坏,因此需要对其应用条件进行进一步研究。本文对用于大跨度隧道支护的喷射混凝土单层隧道衬砌进行了研究,其中在单层衬砌中还采用了加劲肋以提高衬砌的刚度和强度。该研究采用数值模拟方法,重点研究了衬砌厚度变化和隧道浅埋深度对单层隧道衬砌安全及性能变化的影响。结果表明,单层隧道衬砌在显著吸收围岩大变形和提高抗衬砌开裂能力方面具有明显的韧性优势。结果还表明,带有喷射混凝土和加劲肋的单层隧道衬砌能够安全地支护大跨度隧道,从隧道变形和衬砌应力两方面证实了大跨度隧道的稳定性和安全性。此外,衬砌厚度和隧道浅埋深度这两个因素对带有喷射混凝土和加劲肋的单层隧道衬砌有很大影响,其中衬砌厚度不足和隧道浅埋深度过大可能会因喷射混凝土应力超过其强度而导致单层隧道衬砌损坏。本研究为采用带有喷射混凝土和加劲肋的单层隧道衬砌支护大跨度隧道提供了一些参考。