Abstract
This study developed a wet-mix shotcrete mixture incorporating a superabsorbent polymer (SAP) to enhance water-leakage resistance and evaluate its field applicability. Accordingly, the type and dosage of SAPs were selected to maximize self-sealing while minimizing compressive strength loss. The developed SAP shotcrete mixture was evaluated through laboratory tests of its rheological properties, mechanical performance, and shrinkage behavior. Subsequently, large-scale shotcrete placement was performed on a tunnel mock-up structure (3.0 m in width, 3.2 m in height, and 2.5 m in length) to assess its field applicability in terms of mechanical properties and water-leakage resistance. The test results showed that the incorporation of 1 % acrylamide–acrylic acid copolymer SAP by cement weight led to a reduction in mechanical strengths; however, it markedly decreased water leakage by 68.3 %. In addition, the shrinkage was reduced, thereby improving the crack resistance. However, during the water absorption stage of the SAP, the static yield stress, dynamic yield stress, and plastic viscosity increased, resulting in decreased constructability. Conversely, when absorbed water was released from the SAP, it delayed the time-dependent increase in the dynamic yield stress and induced shear-thinning behavior, which partially improved the shotcrete placement performance. Therefore, in the application of SAP-incorporated shotcrete, time-dependent rheological changes should be considered when selecting the SAP type and dosage, as well as in determining the appropriate construction window.
Introduction
Tunnels have been extensively constructed to improve the efficiency of human mobility and material transport by penetrating natural obstacles, such as mountains, seabeds, and rock masses . They are typically excavated using methods such as blasting, followed by the installation of linings to ensure structural resistance against external forces during both construction and operation. Among the various techniques, the shotcrete method is widely employed because of its ability to provide immediate support and high constructability. Shotcrete refers to a technique in which flowable concrete is pneumatically projected at high velocity through a nozzle and adheres immediately to the excavation surface with the aid of a set accelerator, enabling rapid strength development . In shotcrete lining systems, groundwater leakage remains a critical issue that can significantly undermine tunnel stability and durability. Prolonged leakage can lead not only to the functional degradation of the structure but also to catastrophic failure. Accordingly, a range of strategies—such as the application of waterproof membranes and impermeability enhancement through crack control—have been investigated and implemented to address leakage issues. However, the demand for more effective and construction-friendly technologies continues to grow.
Superabsorbent polymers (SAPs) can absorb water up to 1000–100,000 % of their own weight as they swell and have recently been incorporated into cement-based materials for various purposes, such as self-healing, shrinkage mitigation, and rheological modification . Hong and Choi investigated the rapid self-sealing effect of SAPs mixed into cement mortar. Their experimental results demonstrated that cement mortars containing 0.5 % and 1.0 % SAPs by cement weight reduced water leakage by 34–52 % and 52–72 %, respectively, within five minutes of crack formation compared to the control specimens. Yang et al. studied the mitigation of plastic shrinkage in three types of alkali-activated slag incorporating SAPs and demonstrated that the internal curing effect of SAPs can enhance resistance to cracking caused by total shrinkage, including plastic, autogenous, and drying shrinkage. Shi et al. conducted a case study on an in-service bridge deck located in Lu-shan County, Henan, China, where SAPs and rubber powder were added. The results confirmed that SAPs not only prevented the flotation of rubber particles but also significantly improved shrinkage and crack resistance. Tenório Filho et al. evaluated the field performance of SAP-incorporated concrete applied to a large reinforced concrete wall (14 m × 2.75 m × 0.80 m). Their study showed that SAP concrete exhibited up to a 75 % reduction in shrinkage strain within 7 d after placement. Whereas the reference wall exhibited cracking five days after casting, the SAP wall remained crack-free for up to five months. These findings confirm that even small amounts of SAP can effectively improve the durability of cement-based materials by enhancing both crack resistance and watertightness. In particular, watertightness and long-term durability are critical for tunnel shotcrete linings, which are directly related to their structural stability. The incorporation of SAPs is a promising strategy to meet these demands. Moreover, SAPs can be adopted with only minor modifications to conventional shotcrete mixtures—typically involving the addition of approximately 0.5 % SAP by weight of binder and a small amount of additional water to compensate for the loss of workability —rendering them practical and convenient for use in construction. Nevertheless, previous studies on SAP-incorporated shotcrete have been limited to evaluating their effects as rheology modifiers or shrinkage-reducing agents , and systematic investigations into their application for tunnel linings remain scarce. In particular, studies examining watertightness, cracking behavior, and field applicability through laboratory and large-scale tests have not been reported.
The objective of this study was to evaluate the applicability of shotcrete incorporating SAPs for tunnel lining. To this end, the optimal SAP dosage was first determined, and an SAP-incorporated shotcrete mix was developed for comparison with a conventional tunnel shotcrete mixture. The two mixes were evaluated under laboratory conditions by comparing their rheological properties, mechanical performance, and drying shrinkage behavior . Furthermore, a large-scale tunnel mock-up was constructed to assess its field applicability. Shotcrete with and without SAP was applied to the inner surfaces of two tunnel segments, and water leakage and crack development were monitored .