@article{SHU2026, 
author = {Xiao-yun SHU and Hong-ming TIAN and Zhen-de ZHU and Jian-shu XU and Xin QIU and Qing-yong WANG and Zhi-chao XU and Yun-fa LI},
title = {Shear behavior of red beds grout-rock interfaces: Effect of grout and rock properties},
year = {2026},
journal = {Rock and Soil Mechanics},
volume = {47},
number = {3},
pages = {912-928},
keywords = {DIC, shear behavior, red-bed soft rocks, grout-rock interface, curing time},
url = {https://www.sciopen.com/article/10.26599/RSM.2025.94300237},
doi = {10.26599/RSM.2025.94300237},
abstract = {Soft rock tunnels in red beds frequently encounter anchor failure issues. Improving the mechanical properties of the red-bed soft rock-grout interface is highly significant for ensuring the stability of anchor support. This study employs laboratory direct shear tests in combination with digital image correlation (DIC) technology to investigate the mechanical properties (peak shear strength τp, residual shear strength τr, and shear stiffness ks) of the grout-rock interface (GRI) among three typical soft rocks from red beds (red sandstone, mudstone, and grey sandstone) and two grout materials (ordinary Portland cement (OPC) and early high-strength cement (EHC)) under varying curing periods (6 h, 1 d, 2 d, and 7 d). The shear behavior and DIC-based failure mode are analyzed for red beds GRIs. The following key findings were observed: (1) As normal stress increases, both the shear strength (τp) and shear stiffness (ks) of the GRI also increase, following the trend: red sandstone > mudstone > grey sandstone. The cohesion values of the red sandstone, mudstone, and green sandstone with the EHC grout-rock interface at 2 days are 2.4, 0.9, and 1.2 MPa, respectively. The corresponding internal friction angles are 57.6°, 38.0°, and 27.0°, respectively. (2) With an increase in curing age, both τp and ks at the GRI increase non-linearly. EHC exhibited superior bonding performance compared to OPC, with τp reaching 7.9 MPa at 6 h and 90% of the 7-day τp being achieved at 2 d in red sandstone conditions. (3) The OPC-bonded specimens primarily exhibit grout failure near the GRI, whereas the EHC-bonded specimens show rock failure in red sandstone and mudstone conditions, and adhesive failure at the interface in grey sandstone. (4) An empirical model for the shear strength of the GRI in red bed soft rocks is proposed and validated, providing a framework for the rapid and reliable evaluation of anchorage strength in red bed soft rock tunnels.}
}