2026-10-14T16:28:20Z https://www.scidb.cn/oai

10.57760/sciencedb.25694 2025-06-03T19:00:06Z

2025-06-03 The monitoring results after the implementation of UHPC lining doi:10.57760/sciencedb.25694 en Data were obtained through on-site monitoring. The subsidence at the monitoring points aligns with G1, G2, and G3. After the primary support construction of the second layer, the average displacement of the support ranged from 1.2 mm/d to 1.4 mm/d. Before the invert construction, the average displacement of the support ranged from 1.2 mm/d to 1.7 mm/d. After the invert construction, the average displacement of the support decreased to a range of 0.4 mm/d to 0.5 mm/d. deformation; lining; UHPC Zheng Xin PUBLIC https://creativecommons.org/licenses/by-nc-nd/4.0/ dataset Science Data Bank