Data for: Mechanical properties and analytic solutions of pre-stressed lining with un-bonded annular anchors under internal water loading

A new type of prestressing structure, the MUAA lining, is proposed in this research. In order to clarify the mutual action mechanism among the annular anchor, the concrete lining and the surround rock, a large-scale in-situ loading test and corresponding theoretical analysis are carried out.本研究提出了一种新型预应力结构——MUAA衬砌（MUAA lining）。为阐明环形锚杆、混凝土衬砌与围岩三者间的相互作用机制，本研究开展了大型原位加载试验及对应的理论分析。